Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2624 Magpie Way 17-3187; NEW SFH
COUNTY OF SEMINOLE IMPACT FEE STATEMENT l 3ix7 STATEMENT NUMBER: 17100008 BUILDING APPLICATION #: 17-10000876 DATE: November 28, 2017 BUILDING PERMIT NUMBER: 17-10000876 9 UNIT ADDRE 1' 1 17-20-31-502-0000-2470 TRAFFIC Z 8N: 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, STE 124 LAKE MARY FL 32746 LAND USE: WYNDHAM PRESERVE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2624 MAYPIE WAY/ WYNDHAM PRESERVE LOT 247 SFR DETACHED FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00ROADS -COLLECTORS N/A Single Family Housing .00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD 00 Single Family Housing 54.00 SCHOOLS 1.000 dwl unit 54.00 CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00PARKS LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 STATEMENT ,,, g. ( RECEIVED BY: L r.._I(-! r t Cl ,IGNATURE: PLEAS PRINT NAME) y DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THANCERTIFICATEOFOCCUPANCYOROCCUPANCY. THk REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. oil T>" -Z 1, DIC> US 1 j PERMIT APPLICATION Application No: Documented Construction Value: S Historic District. Yes No R Parcel ID: 17-20-31-502-00067-2SWyndham Preserve Lot Residential R CommercialEl Type of Work, New [R AdditionEl Alteration Repair El Demo Change of Use[] MoveEl Description of Work: Construct New SFR Plan Review Contact Person: Shayne Man el Title: Permit Coordinator Phone- 407-708- 0161 Fax: 407-647-0700 Email: Shayne.mangetestarlighthomes,com Property Owner Information Name Starlight Homes Florida, LLC phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite 200 Resident of property? : City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 Fax: 407-647-0700 Z City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Architect/Engineer Information Name: Muffiern & Kul p Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA E-mail: sivesQmulhernkulp.com NA Mortgage Lender: NA WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105-3 Shall be inscribed with the date of application and the code in effect as of that date: 5tb Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application to . 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 ot'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 com cc with all applicable laws regulating construction and zoning. A Si o ner/Agent4 Date Signature oTcontrTctor/Agent Date Print Owner/Agent's Natne S Zaign ieofl -State of,,,Q nmaige, 4' Datek,)104ib rig A NOTARY PUB LICOFFLORIOP, STATE # GGI 13111 r012112021 Owner/Agent i,'`Personally Known to Me or Produced [1) Type of ID Robert Willets Print Contractor/Agent's Name Signature of Notary -State of Florida 0 Date Shayne Mangel NOTARY PUBLIC STATE OF FLORIDA cmm#,GGI 13111 I !Wry MAlKnownto Me or ContractoSFbq)W6ProducedID _ Type of ID BELOW IS FOR OFFICE USE ONLY r--I,. Permits Required: Building Z Electrical Er Mechanical I -)q Plumbing f7l GasEJ Roof Construction Type: Occupancy Use: Flood Zone: X --S CC' Total Sq Ft of Bldg: Min. Occupancy Load: !A # of Stories: New Construction: Electric - # of Amps t!Ei2 Plumbing - # of Fixtures (,; Fire Sprinkler Permit: Yes[:] No #of Heads 0 APPROVALS: ZONIN( UTILITIES: ENGINEERING: I <C, FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shownonplan. Fire Alarm Permit: Yes [] No [a WASTE WATER: BUILDING: V,-Lz. tf-0 Revised: June 30, 2015 permit Application FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 247 - 1827 UL Builder Name: Starlight Homes 177 177'N' Street: v ti v Permit Office: Seminole County City, State, Zip: Sanford, FL, 3277J Permit Number: # 1 7 - 3 1 8 7 Owner: trtal-4, CYIA Jurisdiction: Design Location: FL, Sanfov, County:: Seminole (Florida Climate Zone 2t 1 New construction or existing New (From Plans) 9. Wall Types (1820.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1603,00 ft2 b. Frame - Wood. Adjacent R=13.0 217.00 ft' 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. NIA R= ftz 10. Ceiling Types (1909.0 sqft.) Insulation Area 5 Is this a worst case? No a. Under Attic (Vented) R=30.0 1909.00 W 6. Conditioned floor area above grade (W) 1909 b. N/A R- w Conditioned floor area below grade (W) 0 c. N/A 11. Ducts R= ft2 R ft' T Windows(161.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 381.8 a. U-Factor: Dbl, U=0.34 120.00 ft2 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0,58 41.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC-0.25 a. Central Unit 30.0 SEER:14,00 c. U-Factor: N/A f? 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: 1.000 ft. Area Weighted Average SHGC: 0157 14. Hot water systems a. Electric Cap: 50 gallonsEF: 8. Floor Types (1909.0 sqft.) Insulation Area 0,950 a. Slab -On -Grade Edge Insulation R=O.O 1909.00 ft' b. Conservation features b. N/A R= fe None c, N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.084 Total Proposed Modified Loads: 56.32 PASSTotalBaselineLoads: 5720 1 hereby certify that the plans and specifications covered by Review of the plans and TliE Sr4 this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: A, DATE: Before construction is completed this building will be inspected for compliance with Section 553.908 W4 0 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code, 1) WE' OWNER/AGENT: BUILDING OFFICIAL: DATE: iT7) It WO i DATE: Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and starting July 1, 2017 this project requires an envelope leakage test report with envelope leakage no greater than 7.0 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 Qn for whole house. 9/21/2017 1:17 PM EnergyGaugeS USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Building Type: Owner: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 247 - 1827 UL User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 4 Conditioned Area: 1909 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot Information Lot # 247 Block/SubDivision: Wyndham PlatBook: Street: County: Seminole City, State, Zip: Sanford , FL, 32773 CLIMATE Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1909 17753.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1909 17753.7 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 171.8 ft 0 1909 ft2 0 0 1 ROOF Type Roof Gable Roof Materials Area Area Color Solar Absor, SA Emitt Emitt Deck Tested Tested Insul. Pitch deg) 1 Hip Composition shingles 2135 ft2 0 ft2 Medium 0.6 N 0.5 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 In) Area RBS IRCC 1 Fun attic Vented 300 1909 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1909 ft2 0.1 Wood 9/21/2017 1:17 PM EnergyGauge4i USA - v5.1 - Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS y a Qmt Adjacent Space Cavity Width Tn Wall Type R-\tal--e Et In Ef Height In Acea Sheathing Framing Solar Below R.Valup Ecaction Ahsoc Grade% 1 E Exterior Concrete Block - Int Insul Main 4.1 58 6 9 4 546.0 ft' 0 0 0,6 0 2 S Exterior Concrete Block - Int Insul Main 4-1 18 6 9 4 172.7 ft' 0 0 0,6 0 3 W Exterior Concrete Block - Int Insul Main 41 55 9 9 4 5203 ft' 0 0 0,6 0 4 N Exterior Concrete Block - Int Insul Main 4.1 39 0 9 4 364.0 ft' 0 0 0.6 0 5 S Garage Frame - Wood Main 13 23 3 9 4 217.0 ft' 0 0 0.011 0 DOORS V Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In I E Wood Main None 39 3 7 21 ft' 2 Wood Main None 39 2 8 7 18,7 ft' WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E 1 Vinyl Low-E Double Yes 034 0.26 30,0 ft' 1 ft0in 1 ft0in None None 2 S 2 Vinyl Low-E Double Yes 0.34 0.26 15,0 ft' 1 ft 0 in 3 ft 8 in None None 3 S 2 Vinyl Low-E Double Yes 0.34 0.26 15.0 ft' 1 ft0in 5ft6in None None 4 W 3 Vinyl Low-E Double Yes 0.34 0.26 15.0 ft' 1 ft0in 1 ft0in None None 5 N 4 Vinyl Low-E Double Yes 0,58 0,25 41.0 ft' 1 ft0in 1 ft0in None None 6 N 4 Vinyl Low-E Double Yes 0.34 0,26 45.0 ft' 1 ft 0 in 1 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 403 ft' 403 ft' 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2071.3 113.71 213.85 302 7 HEATING SYSTEM NZ System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 30 kBtuJhr I sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts I Central Unit Split SEER: 14 30 kBtu/hr 900 cfm 0.7 1 sys#1 9121/2017 1:17 PM EnergyGaugeO USA - v5.1 - Section R405.4.1 Compliant Software Page 3 of 4 I FORM R405-2014 HOT WATER SYSTEM V # System Type SubType Location EF Cap Use SetPrit Conservation 1 Electric None Garage 0.95 50 gal 60,9 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Carl # Company Name System Model # Collector Model # Area Volume FEF None None DUCTS Supply Return -- Air CFM 25 CFM25 HVAC # V/ # Location R-Value Area Location Area Leakage Type Handier TOT OUT QN RLF Heat Cool I Attic 6 381,8 ft Main 95.45 ft Prop, Leak Free Main cfm 57.3 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin Jan9 Fab Mr Apr May Jun Jul A Xj S:p, Oct Novj Dec Heating J nJan Fab A May Jun JulAugririrl j Oct Nov Dec Venting Jan Feb X Mar Apr May Jun Jul Aug Sep Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 62 0 0 1 - Electric Heat Purne 1 - Central Unit 9/21/2017 1:17 PM EnergyGaugeO USA - v5,1 - Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. Sanford, FL, 32773 1. New construction or existing Z Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (W) 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 New (From Plans) 9. Wall Types Single-family a. Concrete Block - Int Insul, Exterior b, Frame - Wood, Adjacent c. N/A 4 d, N/A No 10. Ceiling Types a. Under Attic (Vented) 1909 b. N/A Area c. N/A 120.00 ft2 11. Ductsa. Sup: Attic, Ret: Main, AH: Main 41.00 ft2 12. Cooling systems ft2 a. Central Unit ft2 1,000 ft. 0157 Insulation Area R=0.0 1909.00 ft2 R= W R= ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Insulation Area R=41 1603.00 ft? R=13.0 217.00 ft2 R= ft2 R= ft2 Insulation Area R=30.0 1909.00 ft2 R= ft2 R= ft2 R ft2 6 381.8 kBtuthr Efficiency 30.0 SEER:14.00 kBtu/hr Efficiency 30.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pstat I'VIiE Sr4 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. Contact the EnergyGauge Hotline at (321) 638-1492 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. 9/2112017 1:17 PM EnergyGaugeO USA - v5,1 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 247 - 1827 UL Builder Name: Starlight Homes Street: Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Owner. Jurisdiction: Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed, Comers and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier, Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow 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 spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be out neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication 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. Fireplace An air barrier shall be installed on fireplace walls, Fireplaces shall have gasketed doors 9/21/2017 1:17 PM EnergyGauge(D USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot 247 - 1827 UL Builder Name: Starlight Homes Street: Permit Office: Seminole County City, State, Zip: Sanford , FL, 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond, Floor Area:: I 1909 sq,ft. Cond. Volume: 17754 cu ft. J Envelope Leakage Test Results Regression Data: C: n: a Single or Multi Point Test Data I I HOUSE PRESSURE FLOW: Leakage Characteristics CFM(50): ELA: EqLA: ACH: SLA: ACH(50) For prescriptive projects, tested leakage must be 7 ACH(50). For performance projects, tested leakage must be <= the ACH(50) shown on Form R405-2014 for this project, R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2. Testing shall be conducted with a blower door at a pressure of 0.2 inches w,g, (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553,993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2, SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f , (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official, BUILDING OFFICIAL: DATE: VAE S 0 T- 11" 0 9/2112017 1:17 PM EnergyGaugeqD USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 41 FORM R405-2014 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 247 - 1827 UL Builder Name: Starlight Homes Street: Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 cfm25(Out) 2 1 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Sum lines 1-4 Duct System Divide byLeakage Total Conditioned Floor Area) Qn,Out) I certify the tested duct leakage to outside, Qn, is not greater than the proposed duct leakage Qn specified on Form R405-2014. SIGNATURE: PRINTED NAME: DATE: Duct tightness shall be verified by testing to Section 803 of the RESNET Standards 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: 9/21/2017 1:17 PM EnergyGauge(& USA - v5.1 - Section R405.4. 1 Compliant Software Page 1 of 1 Project Summary Job: starlight -Wyndham Prese wrightsoft, Date: 4118/2017 Entire House W. Energy Air, Inc Plan: 1827 U 5401 Energy Air, CL Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyair.com Web: vAAwenergyatroom For: Lot 247 -1827 UL, Starlight Homes Sanford, FI 32773 Notes: Weather: Orlando Executive AP, FL, US Winter Design Conditions Outside db 44 'F Inside db 68 'F Design TD 24 'F Heating Summary Structure 15199 Btuh Ducts 2027 Btuh Central vent (62 c1m) 1621 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipmentload 18847 Btuh Infiltration Method Simplified Construction quality Semi -fight Fireplaces 0 Heatin Coolin Area (ft2) 1918 1M Volume (ft) 17760 17760 Airchanges/hour 0.26 0.14 Equiv. AVF (cfim) 77 41 Summer Design Conditions Outside db 93 F Inside db 75 F Design TD 18 F Daily range L Relative humidity 50 Moisture difference 44 grAb Sensible Cooling Equipment Load Sizing Structure 14469 Btuh Ducts 3646 Btuh Central vent (62 c1m) 1199 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swingmultiplier 1.00 Equipment sensible load 19314 Btuh Latent Cooling Equipment Load Sizing Structure 2027 Btuh Ducts 576 Btuh Central vent (62 cfim) 1840 Btuh Outside air Equipment latent load 4443 Btuh Equipment Total Load (Sen+Lat) 23757 Btuh Req. total capacity at 0.70 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 117 EER, 14 SEER Heating input Sensible cooling 20020 Btuh Heating output 28600 Btuh @ 47°F Latent cooling 8580 Btuh Temperature rise 29 F Total cooling 28600 Btuh Actual airflow 899 cfm Actual airflow 899 cfm Air flow factor 0.052 cfm/Btuh Air flow factor 0,050 cfm/Btuh State pressure 0.50 in H2O State pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.81 Capacity balance point = 34 'F Backup: Input = 5 kW, Output = 17616 Btuh, 100 AFUE Bofairttalic values have been manuallyoverridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Sep-21 1314:45wrightsoftRight-Suile@ Universal 2017 17,0.28RSU17013 Page 1ZC5, ...SpecifidWyndharn PreserveT of 247 - 1827 UL.rup Calc = lvU8 Front Door faces: S Manual S Compliance Report Job: Starlight -Wyndham Prese wrightsoft, Date: 4/18/2017 Entire House W. Energy Air, Inc Plan: 1827 U 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRentier@energyair.oumVVeb:vA",etiergyaircom Project Information For: Lot 247 -1827 LIL, Starlight Homes Sanford, FI 32773 Cooling Equipment Design Conditions Outdoor design DB: 92.6°F Sensible gain: 19314 Btuh Entering coil DB: 77.9°F Outdoor design WB: 75.9°F Latent gain: 4443 Btuh Entering coil WB: 64.3°F Indoor design DB: 75.0°F Total gain: 23757 Btuh Indoor RH: 50% Estimated airflow: 899 clml Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 20104 Btuh 104% of load Latent capacity: 6015 Btuh 135% of load Total capacity: 26119 Btuh 110%ofload SHR: 77% Design Conditions Outdoor design DB: 44.2'F Heat loss: 18847 Btuh Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 152% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 5.2 kW 93% of load Temp. rise: 50 'F Meets all requirements ofACCA Manual S. Entering coil DB: 65.9°F Capacity balance: 34 'F Economic balance: -99 'F 2017-Sep-21 13:14:45 19. + wrightSOft' Right-SuiteO Universal 2017 17.0.28 RSU1 7013 Page 1 tCC'k SpecifidVMidham Preserve\Lot 247 - 1827 UL.mp Galc = MA Front Door faces: S Duct System Summary Job: Stadight -Wyndham Prese wrightsoft" Date: 4/1812017 Entire House BY. Energy Air, Inc Plan: 1827 U 5401 Energy Air, GC Orlando. FL 32810 Phone: 407-886-3729 Email: GRetiner@energyaircomVVeb:vmw,energyair.com For: Lot 247 -1827 UL, Starlight Homes Sanford, Fl 32773 External static pressure Pressure losses Available static pressure Supply if return available pressure Lowest friction rate Actual airflow Total effective length (TEL) Heating 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 /0.140 in H2O O.168 i n/1 00ft 899 dim 167 Cooling O.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 /0.140 in H2O 0.168 i n/1 00ft 899 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Mal Actual Ln (ft) Ftg.Eqv Ln (ft) Trunk sae h 632 33 20 0.377 4.0 Ox 0 VlFx 4.3 70.0 Bed2 0 1447 66 72 0.349 5.0 Ox 0 VlFx 5.2 75.0 Red3 h 3624 189 122 0.349 7.0 Ox 0 VlFx 10.3 70.0 Bed4 c 1812 76 90 0.177 U Ox 0 VlFx 28.5 130.0 st2 FamOm/Kit c 1785 64 89 0.174 6.0 Ox 0 VlFx 35,5 125.0 sti Fam/DnXit-A c 1785 64 89 0,190 6.0 Ox 0 VlFx 222 125.0 SO FanUn/Kit-B C 1785 64 89 0.182 6.0 Ox 0 VlFx 29.0 125.0 st'l FamOn/Kit-C C 1785 64 89 0.178 6.0 Ox 0 VlFx 32A 125.0 sti Foyer c 818 40 41 0.376 4.0 Ox 0 VlFx 4.5 70.0 MBa h 905 47 31 0,175 4.0 Ox 0 VlFx 29.8 130.0 st2 Wed h 2781 145 96 0.168 7.0 Ox 0 VlFx 36.7 130.0 st2 V\AC h 552 29 20 0.177 4.0 Ox 0 VlFx 28.3 130.0 st2 Indy c 1079 1 18 1 54 1 0.170 1 5.0 1 Ox 0 VlFx 293 135.O st2 Trunk Htg Cig Design Veloc Diam H x W Duct Name Type dm) elm) FR fpm) in) in) Material Trunk sti PeakAVF 256 354 0.174 650 10.0 0 x 0 VinlFlx st2 PeakAVF 315 290 0.168 578 10.0 0 x 0 VinlFlx Sold italic values have been manuallyoverridden 2017-Sep-21 13:14:45 wrightsoft Rght-SuiteOUnivorsal2O1717.0.28RSU17013 Pagel ACC. _SpecifickWyndharn Preserve1ot 247 - 1827 ULrup Galc = MJ8 Front Door faces: S Return Branch Detail Table Name Grille Size (in) Htg CfM) Gig Cfm) TEL ft) Design FR Veloc fpm) Diarn in) H x W in) Stud/Joist Opening (in) Duct Matf Trunk rbl Ox 0 899 899 0 i 0 0 0 Ox 0 VIFx 2017-Sep-21 13:14:45 wrightsoft' Right-Suitet) Universal 2017 17.0.28 RSU1 7013 Paget ACCk SpedWWyndharn Preserve'Lot 247 - 1827 UL.rup Calc = MJ8 Front Door faces: S Job* Starlight -Wyndham Preserve Performed for: Energy Air, Inc Lot 247 - 1827UL 5401 EnergyAjr, {X Orlando, pL 2D O Sanford, R32773 ' U Phone: 407-888-3728 vwmmenergyaiccom GRonnen@onergyaicuom Scale: 18"=1D^ Page 1 zo1a15:0n mpnesexeUQ4n-/ 827uL.run REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # BUILDING PERMIT Min Max Ins ection Description 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywal1 70 1000 Final Insulation 1000 1 Final Single Family Residence Address: -( _9i *- A,'t ELECTRICAL PERMIT Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final 8, 4 Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT _.. Min Max I Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 TE CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ) 1 3191 Documented Construction Value- S IlLe, 320 Job Address: 9-4-Da9t fy A-,,, 1) y., U,- Historic District: Yes EJ No R Parcel ID: 17-20-31-502-0000- ;kC) Wyndham Preserve Lot Residential R commercial F] Type of Work: New 9 Addition 1:1 Alteration 0 Repair D Demo 0 Change of Use 0 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? 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 Arch itectlEng Ineer Information Name: Mulhem & KulPhone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA E-mail: sivespmulhemkulp.com Bonding Company: NA Mortgage Lender: NA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 5111 Edition (2014) Florida Building Code Revised: June 30,2015 Permit Application L40TICE: 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 pennit 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 com I ce with all applicable laws regulating construction and zoning. Si er/Agent/ Date Signature oTcontra—etor/Agent Date Print Owner/Agent's Name 211at- Signature 6f Not&y-State ofN1,%4,t hAange Date NOTARY PUBLISTATEorFLORIDAj. COMM# GGA 1311 A1pVMSr,12i 12021X Owner/Agent is —]—/Personally Known to Me or Produced ID Type of ID Robert Willets Print Contractor/Agent's Name 1 I -- h4 q I i Z>f Signature of No -State of Florida J Date Share Mangel f*lnNOTARY PUBLIC STATE OF FLORIDA 0 COMM G`113111 leeal i, FORAON Known to Me orContractgatsaqaWe' Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingF] ElectricalEl MechanicaIE] PlumbingF] Gas[-] RoofE] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: YesF1 No n # of Heads APPROVALS: ZONING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes [] NoE] UTILITIES: L WASTE WATER: ENGINEERING: FIRE: . BUILDING: Revised: June 30, 2015 Permit Application 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.mangelCo)starlighthomes.com Property Address: 2624 Magpie Way Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-2470 Phone Number: 407,647.3700 Email: The reason for the flood plain determination is: 0 New structure E] Existing Structure (pre-2007 FIRM adoption) F-1 Expansion/Addition 0 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- 1202940090F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: F-71 The parcel is in the: El floodplain F-1 floodway F-1 A portion of the parcel is in the: EJ floodplain 0 floodway The parcel is not in the: FEW floodplain E]floodway The structure is in the: Elfloodplain E]floodway El The structure is not in the: EJ floodplain E] 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# 17-3187 Reviewed by: Michael Cash, CFM Date: November 21, 2017 I A P Application for Paved Driveway, Sidewalk or a Walkway Including Right -of -Way Use & tot1,1- Landscaping in Right -of -Way www.sanfordfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone; 407.688.6140 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 ils- judscliction's right-of-way. All requested Information below as well as a current survey, site plan or plat clearly Identifying the Know what's belom size and location of the existing right—of-way and use shall be provided or application could be delayed, C9111bolDroyoudig. 1. Project Location/Address: -%A Mn 2. Proposed Activity: Lg Driveway Walkway FlOther. 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4 Brief Description of Work: CL.;Cy-i- as _0+ This application is Property Owner. John RenySignature: Ze Print Name: Address: kt-1-64-Y Phone: It— <24IL-a V Fax: (e ' J3— 0-10 Email: 'amate: UN- —t)6- I Maintenance Responsibilities/indemnification The Requester, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford Insofar as such facilities are in the public right-of-way. If the Requester 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 Requester'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, Requester 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 ofor connected With the use of the CiVS Fight -of -way, I have read an"gWerstand t46 above statement and by signing this application I agree to its terms. Signature: Date: to- 30 - VT 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. PFe- pour Inspection by: Date: Official Use Only Application No: Fee: Date: Reviewed: Public Works Date: Utilities Date: Approved: Engineering Date; 1 I_Z0 Site Inspected by: Special Permit Conditions: Date: Novernber 2015 ROW Use D, iveway.pdf ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Dater_ [ Project Name: Wyndham Preserve - Lot Project Address: :,t.e Lk- 1 anford FL 32771 Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: l . 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. Print wnerllenant Signature of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO Rev. 02/10/15) koaert Willets frl r Print N e ontractor Print Name of El. Contractor Signature of Gen. Contractor CGC1522347 Gen. Contractor License # ignattireoff ElContractor cmoC rL El. Contractor License # o Progress Energy o Florida Power and Light on ____/ Starlight Homes Florida LLC 1018924 c 002957 Cqmm unit / Lot# g f Sanford Amq unt Holdllns. Net Pa meatInv. Date 10/19/17 247 PLAN FEES 373.00 37100 Total 373.00 0.00 0.00 373.00 BP200IO3 CITY OF SANFORD 10/31/17 Application Inquiry - Fees 14:22:12 Application number: 17 00003187 Property . . . . : 2624 MAGPIE WAY Fee Class/Type/Description Trans amt Amt due Struct Permit Insp A AF 01-APPLCTN FEE -BUILDING 25.00 1-- - - 0;6 A BR 01-BLDG PLAN REVIEW 351.00 351.00 3,9 Credit fees due: Revenue fees due: Total due: Press Enter to continue. F3=Exit F11=Change view F12=Cancel CITY OF SANFORD CUSTOMER RECEIPT Oper: BLAODA Type: RC Drawer- I Ddte: 10131/17 01 Receipt no: 15813 Year Haber Amount 2017 3187 0624 MA6PIE WAY SANFORD, FL 3?773 BP BUILDING PERMIT RECEIPTS 373.00 Tender detail CK CHLCK Total tendered Total payment Tran5 date; 10/31/17 Time: 15:01:36 3716 3 7-. 10=Amt billed Bottom ilh" THIS INSTRUMENT PREPARED BY: Name: Starlight Homes Florida, LLC V Address: 1064 Greenwood Blvd Suite 124 j Lake Mary. FL 32746 If Y-) (:!>1 I- ' NOTICE F COMMENCEMENT State of Florida County of Seminole Permit Number: 1111111 111111111111111111111111 Jill Jilli;;;i`1'i I'!°i,._<l'i', Cf]I.thi'i-y ft t:iF'jnUK'S r 21:1171I?,4-33' x)fiCtl:(C e :. . i. rcoI:i ,; •i,. i"t;' f `I'j t` Parcel ID Number. 17-20-31-502-0000- LA - The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) 111 vndham Preserve. PB 81 Pas 93-102, Lot Address: YYIR ,.c,1 e, t t. e - n.t.,,-A X t - --t, a,-, -1--7, GENERAL DESCRIPTION OF Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee Simple Title Holder (if other than owner) Name: NA Address: CONTRACTOR: Name: Starlight Homes Florida, LLC Address- 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: NA Address: In addition to himself, Owner Designates NA of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under Penalliles of perjury, I declare that I have read the foregoing and that the facts stated in It are true to th no belief. Owner's Signature Owner's Printed Name Florida Statute 713.13(1)(9): "The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead.' State of County of The foregoing Instrument was acknowledged before me this day of V—\C0 a 2d r by ` Who is personally known to me T Name of person making statement OR who has producto identification type of Identification produced: Shayne Mang 4.vb NOTARY PUBLIC STATEOFFLOR{QA 4Comm# GG113111 NCE Expires 6/211202/ U.ar y` li VTR 1, VTR 1-1/2"VTR Jli M I ! I I ! I I I I I I I l I STUDOR I I I I I KS l I I Ik ! Fl I I j I Vvc I I /, SH I ,1 I 3' LAV I LAV 11 TUB 31' why t C/o l w FLAN 1827 PLUMBING RISER DIAGRAM asC k11 00 r- 0 o WYNDHAM PRESERVE - LOT 2470 _04 0 PLOT PLANV) U) co 0 1 1? 1137 WYNDHAM PRESERVE C LOT 247 0) C (Proposed) I> 0 = 2 z0 0 ok to construct single family home 0 — with setbacks and impervious area shown on plan. C N M LEGAL DESCRIPTION DESCRIPTION: A parcel of land lying in Section 17, Township 20 South, Range 31 East, Seminole County, Florida, and being more particularly described as follows: COMMENCE at the Southwest corner of the Northeast 1/4 of said Section 17, run thence along the South line of the Northeast 1/4 of said Section 17, N.89'52'08"E., a distance of 877.36 feet; thence N.00'16'57E., a distance of 553,81 feet to the POINT OF BEGINNING; thence N.00*1 6'57"W,, a distance of 115.00 feet; thence N.89'43'03"E., a distance of 62.00 feet; thence S.00016'57"E., a distance of 115.00 feet; thence S.89043'03"W., a distance of 62.00 feet to to the POINT OF BEGINNING. Containing 7,130 Square feet, more or less. Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front a 25' Rear = 20' Side = 7.5' LOT AREA CALCULATIONS LOT 7,130 SQ.FT. LIVING AREA= 1,909 SQ.FT. GARAGE = 403 SQ.FT. PORCH = 70 SQ.FT. DRIVEWAY = 405 SQ.FT. PATIO = 100 SQ.FT. WALKWAY = 77 SQ.FT. A/C PAD = 9 SQ.FT IMPERVIOUS= 41.7 X SOD 4,157 SQ.FT. OFF LOT AREA CALCULATIONS R/W = 1,550 SQ.FT. APRON = 114 SQ.FT, SIDEWALK = 310 SQ.FT. SOD = 255 SQ.FT. TOTAL AREA A =8,680 SQ.FT. DRIVEWAY = 519 SQ.FT. SIDEWALK = 387 SQ.FT. SOD = 4,412 SQ.FT. BUILDING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. LOT 239 LOT 248 LOT 247 AREA 04 7,130 S.F. Q5 04 10.0 14 ua t614) as A/C'F4kPAD N LOT 241 62.00 lt9 Cq 6 14. 2 1;1.5 PROPOSED I STORY RESIDENCE 1827 FIREFLY ELEVATION - U GARAGE - LEFT FFE= 22.9 Im I I Ea >_ - Uil 1 -0 L 7 U In X CJ 0 o LOT 246 C) Q) 1: 1.5' PROPOSED WALK 10 10' UTILITY 9 EASEMENT (P) 62. 00 0 S89043' 0J1W POINTis PROPOSED 5' 0 BEGINNING z CONC SIDEWALK ry toMAGPIE WAY CONE CURB POINT OF U0 00 50' RIGHT-OF-WAY COMMENCEMENT SOUTH LINE OF 0 j PCP ( PRIVATE ROAD) SOUTHWEST CORNER OF THE NORTH in— I /I — THE NORTHEAST 1/4 OF OF SEC 17-20-31 0 V S 89*43'03" W 391.64' SECTION 17-20-31 (BASIS OF BEARING) Z CENTER LINE N89* 52'08"E 877. 36' PEP — Pool Equipment LB — Licensed Business LEGENI):ADUSSD—Access/Droincige/UtilitJes/Sidewolk BFP — Sockflow Preventer Distance Easement S1— Survey YSight PRMPermanentRef. Monument Reported JPCP —Permanent Control Point Description DPFP&L —Florida Power & Light Plat FFE —Finish Floor Elevation D. B. —Deed Book NO —Water Meter Q. R.—Official Records Book M —Water Valve P. B.—Plat Book t7r—Fire Hydrant Pg. — Page RCM —Reclaimed Water Meter Elev.— Elevation RCX—Reclaimed Water Valve Cone. — Concrete M—Cable Box BP — Brick Paver M —Telephone Box SW — Sidewalk Electric Box Utility FFE —Finished Floor Elevation Pole Cl — Curb Inlet Guy Pole GTI— Grote Top Inlet Llght Pole P. U.E.—Public Utility Easement Guy Anchor RCP — Reinforced Conc. Pipe OU--Overhead Utilities PVC — Polyvinyl Chloride O—Storm Sewer Manhole NCS— No Comer Set (Falls in Water) G—Sanitary Sewer Manhole SF — Square Feet ZHHo —Electric Handhole D. U.E. —Drainage/Utility Easement COO —Clean Out FMGD— MAG NAIL & DISK CVI:><—Irrigation Control Valve P. K.—Parker Kolon Nall Sign SIR — Set 1/2" Iron Rod LB7768 WX—Gate Water Valve SPKD — Set P,K. & Disk LB7768 Meter FIR — Found 1/2" Iron Rod LB7768 R—Gas 1 —Existing Grade FIP — Found 1/2" Iron Pipe LB7768 a —slow—off Valve FPKD — Found P.K. Neil & Disk L87768 —a*--Drainage Flow Direction FCM— Found 4"x4" Concrete 10.0—Proposed Design Grade Description Date I Dwn.1 Ckd I P.C. I Order No. I REVISED PRODUCT 8/15/17 MTP I -JDL IREVISEDPRODUCT9/01/17 JE IJDL I I I SURVEYOR' S NOTES: 1 Current title Information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar Items shown hereon were taken from engineering plans and are subject to survey, 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for "WYNDHAM PRESERVE". City of Sanford Seminole County, Florida. 5. This Plot Plan is subject to matters shown on the construction plans for "WYNDHAM PRESERVE". City of Sanford Seminole County, Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) PLOT PLAN ONLY NOT A SURVEY) For Permitting ONLY) i6mes D. - Leviner FLORIDA PROFESSIONAL SURVEYOR & MAPPER NO. - LS6915 NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL R1, 60 0 lose FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127Q-0765Li, in Flood Zone 1" DESCRIPTION: PROPOSED LOT 247, according to the plat of "WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida 555 Winderley Place, Suite 109 &4000**N Maitland, FL 32751 Phone: ( 321) 270-0440 4, Fax: ( 813) 248-2266 Licensed Business No. LB 7768 GeoPoint Surveying, Inc. Drawn: MTP I Checked- JDL I P.C.: Data File-.BfissonEcst-Plat Date: 7/01/17 JDwg.Bdmrxod-Lot247 I Order No.: SEC. 17 - TWN. 20 S. - RNG. 31 E. I Field Bk: PAMILMER?r. ELECTRIC Ashton Woods Homes Seminole 1827 Starlight LOAD CALCULATION May 26, 2017 1. HVAC LOADS INEC 2011- 220.82(C)(3) - MI ZONE COMPRESSOR SIZE CONNECTED LOAD 1 3.00 TON 5.40 KVA 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 7.00 KVA 0.67 T67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR FIVAC SYSTEMS 13.07 KVA TOTAL LOAD FOR COMPRESORl- 100% 5,40 KVA TOTAL LOAD FOR AIR HANDLER < 65% 4.99 KVA TOTAL LIVAC DEMAND LOAD 10.39 KVA It. GENERAL LOADS fNEC2011-220.82(B)Q)-f LIGHTING 1909 Sq Ft ,, 3VA/Sq. Ft 5.73 KVA QF-Y VALUE TOTAL KVA 2 SMALL APPLIANCE CIRCUITS L50 3.00 KVA I LAUNDRY CIRCUIT 1.50 1.50 KVA I DRYER CIRCUIT 5.00 5.00 KVA 0 STACK WASHER/DRYER 5.00 1 WATER HEATER (1) 4.50 4.50 KVA 0 WATER HEATER (2) # 1 7 3 1 8 7 4.50 1 DISHWASHER 1.20 1.20 KVA I DISPOSAL(f) 0.80 0,80 KVA 0 DISPOSAL(2) lyf fti 0.80 0 RANGE/OVEN (1) 7.20 1 RANGE/OVEN (2) SA N F C) ,pr 12.00 12.00 KVA COOKTOP CIRCUIT 7,20 SUMMER KITCHEN/JENAIR GAS 1.50 I MICROWAVE CIRCUIT 2.50 2.50 KVA 0 1JACUZZITUBCIRCUIT 4,80 0 40 AMP CAR CHARGER 9.60 30AMPPOOL CIRCUIT 7.20 60AMP POOL CIRCUIT 14A0 0 80AMP POOL CIRCUIT 1920 CONNECTED LOAD (GENERAL LOADS) 36,23 KVA 1ST 10 KVA (GENERAL LOADS) ,-, 100% 10.00 KVA REMAINDER (GENERAL LOADS) 40% 10.49 KVA SU13-'f0'fAL (GENERAL LOADS) INEC 2011- 220.82(B)l 20.49 KVA FIVAC LOADS 10,39 KVA GENERAL LOADS 20.49 KVA FOTAL DEMAND LOAD INEC 2011 - 220.82(A)l 30.88 KVA MINIMIIM SERVICE SIZE 128.65 AMPS IRECOMMENDED SERVICE SIZE 150 AMPS Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Miffek RE: WP0247 - MiTek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa, FL 33610-4115 Customer Info: Ashton Woods Project Name: WP0247 Model: 1827 Lot/Block: 247 Subdivision: Wyndham Preseve Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor- Load: N/A psf This package includes 17 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31 .003, section 5 of the Florida Board of Professional Engineers Rules. No. 2 4 17 Seal# T122M029 T122766-3 0-- T12276031 T-142-76-032 fi-22-7-W f1 2-2 7 —6034' fl-2-2-7 635 T12276036 T1-227-6037 ff227663-8 T10-7-60M T -10-766-4 6 T12276041 T122-760-42- T12276043 t-12-27644- f1-227-60-45- Truss Name Date C1 :10/16/17 E7 Hi7 fo1 T-Q2 T03 Im T11 t12 10/16/17 10/ 1- -6/17- 1- 0/1- 61/171, 10/16/17- 10/161-1-7 10/16/17 10/116/11-7 10/16/17 10/16/17 10/1611-71 10/16/17 10/16/17, 10/16/17 10/16/1-7 10/16/1117 10/16/17 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Albani, Thomas My license renewal date for, the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSi/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verity applicability of design parameters and properly incorporate these designs into the overall building design per ANSVTPI 1, Chapter 2. Y"/Akiflll Jlf, A A E- 7 o 39380 441,ZTATEOF 0% R Thornas A. Albani PE No,39180 MiTek USA, Inc, FL Cot 6634 6904 Parke. East Bivd. Tamp FL 33610 Date: October 16,2017 Albani, Thomas I of 1 Job Tluss Tr Liss Tyr WPO247 j Cl Jack -Open E3L,jIcjet, F,ist"Lowce Tamps, Plant City ri—d. 33566 1-0-0 1-0-0 IX4 LOADING (psi) SPACING- 2-0-0 CSI. TOLL 20,0 Pla!e Gitip DOL 1.25 ITC 009 TCE)L 7.0 Lumber DOL 1,25 BG QJ)11 B C, L L I Rep Stress II101 YES WR 0 001 BCDL 10,0 Code FBG2014fFPI2007 Matrix) LUMBER - TOP CHORD 2x4 SP Na,2 BOT CHORD 2x4 SP No.2 REACTIONS. 3--8/Mechanical, 2=125/0-8-0, 4=91MI.IGNinical Max Hotz2-30([-C 8) Max Uplift3=-8(L(., 1), 8) Max Grav3=15(LG 8), 2=125(LG 1), 4=18(1-,C 3) FORCES. (1b) - Max. Gomp,/Max, Tem. All forces 250 (lb) or less except when shown. City pry Jot-, Refetence (Optional) 7 EAQ s Aria 16 2017 MT0, 1ndu6lnes. inc Mon Oct 16 14 4n26 ' 'Q 17 Page I ID IbOYt.,3JoICV1(!IFqS,id63)c/pdA'-L4f,5JL?JqOsLUtio2q[iaO(iSt bPjZGIOZz9lk7lpy,pwLI 1- 0-0 1- 0-0 Scale = 1,6 6 1- 0-0 tat? DEFL. n (Ioc) Udell L/d PLATES GRIP vert( LI-) 000 2 999 240 MI-20 2441190 Vefj( T L) 000 2 999 180 Horz( T-) 0,00 3 rVa da Weight, Sib FT --, 20% BRACING - TOP CHORD Structural wood sheathing directly appIted or 1 0 0 oo puilirts, BOT CrIORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- ( 17) 1) Wind: ASGE 7-10; Vult-140rliph (3-second gust) Vasd=108rnph, TCDL=4,2psf: BGD[-3,0pst1 Cat, ll; Exp C, Encl., GCpi=018, MWFRS ( envelope) and G-C. Exterior(2) ZoneIG G for members and forces & MWFRS for reaclions shown: Lumber DOL=1,60 plate grip DOL- 1,60 2) This truss has been designed for a 1 D,0 psf bottom chord live load nonGOMUrrant with any other live loads. 3) * This truss has been designed for a iivo load of 20 Opsl on the bottort, chord in all areas where a rectangle, 3-6-0 tail by 2-0-0 wide will fit between the bottom chord and any o"not members. 4) Refer to girder(s) lot truss to truss connections. 5) Provide mechanical (,onnection (by ethers) of truss to beating plate capable of withstanding 100 lb uplift at joints) 3, 2 6) " Semi rigid pltchbreak5 With fixed heels" Member end fixity model was used in the analysis and design of this Ituss, 7) " This manufactured product is designed as an individual bUiding componeril. The suitability and LISO Of tt-11S GOITiponent for any particular building is the responsibility of the building dessigner per ANSI TPI 1 as ieforenced by the building code," jj, WARNING, Verify d"Ilir parameters and READ NOTES ON THIS AND INCLUDED UrTEK REFERANCE PAGE M11-7473,ev. 10103,2015 BEFORE USE t' oqfrl.f 1-1 U"—Ny willi r,111,10 —nw,r,i, of o).,',[ at"ii" I-( In tlIt !r,III ,A tuil'iliyj nxt x i-111, r,-I otiw—y,tetra ' mi't "-Lly Ili—ti Tda StgitF7 f k,Al l n m t E, Iti v, I t'i'j-0y to, 'At thl, jo*jn ant , , II,,, t-f'—niv t,)t qt— Iflor" slot, it,, I lay 11 i'l "I it i Itl+tx sysf Irti(-ANSIJTPII Quality Criteria, DSB-8? and BCSI Building Component Safety Information ov, 111A*1 I-i" lfus'Prlre ir"'lit'llo, "16 N 191' M!Tek' LW4 flfuke East Brd 1-0-0 1-0-0 2XA -- Reference f`12276030 7.640 s A" 16 2017 M, I ek indusWes Inc.Mon Vet I (i 14 4b 25 2017 Pa(le, I rbf,)YI-3,Jol('VlEJlFcISJd63xypdA?-L4h5JL?JclOsLUnO2qliijOdSubljYDIOZZ?lk, 3-0-0 Scale = 1 M9 LOADING fpsf) SPACING- 2-0-0 CS1, DEFL, in 100) l/dell Ud PLATES GRIP TOLL 200 Plate Grip DOL 1 25 TC 013 Verld-L) -000 2-4 >999 240 M-T 20 244/190 ICDL 7.O Lumber DOL 1,25 BO 0,08 Vell(I'L) -0,01 2-4 >999 180 BOLL 00 Rep Stress Incr YES W F 0,00 Horz(TL) -0 00 3 nia n/a B(,,DL 10,0 Code FBG2014/TP12007 Matrix) welght: I I 1b FT _ 20 LUMBER- BRACING - TOP CHORD 2X4 SP No,2 TOP CHORD Structurak wood sheathing directly applied or 3-0-0 oc purlins. BOTCHORD 2x4 SP No-2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc, bracing. REACTIONS. (lb/size) 3=52/Mectianical,2=187/0-8-0,4=26/Mec;i)iir)icaI Max Horz2=59(LG 12) Max Uplift3=42([-G 12), 2=-72(LO 8) Max Grav 3=52(LC 1), 2= 1 87(LG' 1), 4=52(L C 3) FORCES. (lb) - Max. Cornp]Max. Ten, - Ali forces 250 (lb) or less except when shown. NOTES- 117) 1)Wind; ASCE 7-10; Vult=140mph(3-serondgust) Vasd-108iiipti;TCDt--z4.2psf;BCDL=3,01)sf;ti=15ft; Cat. if; ExpG; End_ Gcpf=0,181 MWFRS ( envelope) and G-C Exteiior(2) zono,G-G for members and forces & MWFRS for reactions shown; Lumber DOL,1,60 plate grip DOL=1,60 2) This truss has been designed for a 10.0 pst bottom chord Ove load nonconuitrent with any other live loads. 3) ' This truss has been designed for a, live. load of 20,0psr on the bottom chord in all areas where rectangle 3-6-0 tail by 2-0-0 wide voll tit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections- 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at joints) 3, 2, 6) "' Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 7) " This manufactured product is designed as an individual building component, The suitability and use of IN, component for any particular building is the responsibility of the building designer per ANSI TPI I as referenced by the building code," WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev. 1041"Of5BEFORE USE. I ' it , 'I Iifd 1'i, , J" only l-All rVii 1, 1, f" 11 w" I, Mgf) f; t , 1w, "'1y q, 1 f f 11 fir t; = t"i, %11, 1w I t" 1, '1 , it 1 if t iii, iux 11, "d. 111 -1 "1 lent, t i, •l Wek lion and 14", ino of Iffm--ind vreANSI/TPII Quality Criteria, DSB-89 and SCSI BurldingComporiont I 6904 Parke East Fftvd Tampa, R- 33610 Job WPO247 Tampa. Tilass Truss Type Oty Ply T12276031 Jack-oper, 14 1 Job tletelence (optional) Plant City. Ronda 7.640 c Aug 16 2101 t MiTes, industnas, Inc Mon 00 16 14 4s 26 1017 Page I 1[):rL)()YL3Jo1(,'VItIlFciS.J(163xypdA'?-(IC]FtJWIiOxl)h (.5x'1FNPPdAfQbN7rZITp6EIiUhaFy$l)wt 1_0_0 5_0_0 1-0-0 500 Scale= 1: 1 s, I 2X4 — LOADING (pst) SPACING- 2-0-0 T(A-1, 200 Plate, Grip DOI- 1,25 T(,,'[)L 7,0 Lumber DOL 1 25 BGLL 0 11" 1 Rep Stress Incr YES BCDL 10.0 Code FBC2014/FP12007 LUMBER - TOP CHORD 2X4 SP Nc,,2 BOT (3110RD 2x4 SP No,2 500 CS1. DEFL. in (icic) l/doll Ud PLATES GRIP TC 0,39 veo([_L0,03 2 4 .999 240 MT20 2441190 BG 0, 26 Vetl(11 L) -007 2-4 >820 180 WF3 0, 00' Hotz(TL) -000 3 n/a ?Va Matrix) Weigrit, 17 ib FT = 20% REACTIONS. (bisize) 3 114/Mc-,,chat)iGal,2=253/0-8-0,4=46/Mechfinical Max Holz 2=91 fl_G 12) Max UphQ3=- 81(l_G 12),27-75(l-C. 8) Max Grav3= 1 14(LG 1), 2 253([_G 1), 4=-92([_G 3) FORCES. (p) - Max, Comp./Max. Ton. - All forces 250 (1b) or less except when shown, BRACING - TOP CHORD Stuiclsoill wood sheathing directly applied or 5-0-0 cio purtin's, BOT CHORD Rigid ceiling direotiy applied or 10-0-0 (y, bracing, NOTES- (7) 1) Wind; ASGF 7-10; Vkgt=140mph (3-second gust) Vaqd=1018;nph: TGDL=4.2psf, 6C:DL=3,4psf; Gilt, 11, Fxp C, Encl., GGpi.-01 Rl MWFRS (envelope) and 0 G Fxlehot(2) zone,G-G for members and forces & MW(RS for reactions shownI Lumber DU-1,60 plate grip DOL=- 1,60 2) This truss has been designed for a 10,0 psi bottom chord live load nonconcors-ent with any other live loads, 3) * This frogs has been designed for live !Cad of 20,(,Ipqf on., the bottom chord in all areas ytifiere a feolanglo 3-6-0 10 fly 2-0-0 wide will fit between the bottom chotd and any other members. 4) Refer to gilrder(s) for truss to truss connections, 5) Provide mechanical Connection (by olhets) of truss to beafing plate capable of withstanding 100 In uplift at jolt-11(s) 3, 2, 0) "Semi - rigid pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this trwis, 7) 'This manufactured product is designed as an individual building component. The sutabilry and use of this component for any particular building is the responsibility of the building designer per ANSI Tfal I as referenced by the building code." A) WARNING Verify design parameters and READ NOTES ON ME AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. lav312olsi BEFORE USE, 1)w II ,,, ii, I r'l , i", I'sy will, Ill 1,+ <<nr, , t,,, 11 v, 111 r, I jw I ,;,Iy (it , " I' lf31 n, + 1% 1 c,w, " - if " I 1!, 1, ; P t It 1 flA. it I, is I "Al, it( 1l 1 l , 't - r " 'r 0, 4 tity tht- if 1,11, "'t Aily, f j,714 11 1 11, l"I Iv r -11 it 1-rinl,&,Ih M Re k I Ijillir qroMost01, urn in, it, I l" I, , ptt I xJ"Nlfcl "(sn' fl" t, lil, 11 Inis"k,"I '' h-i, I 1"I "I ;, , rlly /\ 1, rr n, it I, "lit -'s, liv )1, I ; 'm is it -111 4 Y sn"I f, 11- ly, i" lifil", I rl sIol,llily, lnI I" J,wvol it "ll'if w ,,Ilh I -%;l 4" 1 11 ilifily'Irid J,;' 4'(Ity 1, ll'i, Igo, I , 'I , 111111q, It ,J'jr, iuq" , , -o, is ri s lh'x r 'tr i, Ar' s I, 'r, ". 1, 1, 1, Ir', a V, , ti, ' fiv,, < ll,< I thut,. ,so "t It m, .tad it, I,, %Y%Ien v,, 4(-ANSUTPJ I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety information, t, Al tt de 1-til llsiss Plate insltl ire. 2111 N j(-1,'1l-,l 7.nipa FL 33610 Job Tm's"' Truss Type Rmlde,s Tampa P111i't City Frond" 33566 1 -0-0 1 0-0 3XG -- Oty Ply Ti22760s2 14 1 1 Joh Reteteme (Optional) 7.640 , Aug 16 1017 M,1ok too Mon DO If', 14 4,, 26 2017 P.9e I IC)(boY[-3JolCVIUIFcISJ(f63xyt)dA?,qGFUWhOxbh C5x"IFNPPdAtOdi--7c,7lTp6EhUh iFySI)wt 70-0 0-0 7-0-0 0.0 scale = I 19 1 Plate Offsets (X,Y)-- 2 0-0 2,Edgej LOADING (pst) SPACING- 200 CSL DEFL. in Iioc) i/drift Ltd PLATES GRIP TGLL. 20.0 Plato Grip DOL 1,25 T GI 066 Vett(LL) 0,10 2-4 >772 240 MT 20 244/190 TCDL 70 I,Lgober DOL 1.25 RC 048 V(,O(-r[,) 0 24 24 >337 180 BOLL 0,0 Rep Stress lncr YES WB Q.00 Horz(TL) 0,00 3 Wd lVa BCDL 10,0 Code FBC2014,TP12007 Matlx) Wetghti 23 lb F I- --- n% LUMBER TOP GI 2x4 SP No-2 BOT CHORD 2x4 SP No-2 REACTIONS. ( b/srze) Max Holz 2_1 22(L0, 12) Max Uplift3=-102(t-C 12),2=-85(LG 12) Max Grav3=159(1.G 1), 2=324([_G 1), 4=121([-C 3) FORCES, ( 10) Max, Comp,/Max. Ten, -All forces 250 (Ib)orless except when shown, BRACING- rOP CHORD Structural wood sheathing directly applied or 6-0 0 cx, puffins. BOT CHORD Rigid ceiling dirocIlyapplied or 10-0-0 oG bracing, NOTES- (7) 1) Wind: ASCE 7-10; Vult-140rnph (3-1,eCondgust) Vasd=108mph, TCDL=4.2psf: B(Dl-3,0psf:h-15tl' Got, III Exp C1 Encl., GGpi=0.18: MWFRS (envelope) and C-C Exterior(2) zone'G-C for members and forces & MWFRS for reactions shown; Lumber DO1-1 .60 plate grip DOL= 1,60 This 1piss has been designed tot a 10,0 pst botorr, (".hord Nve load nom.oncurrev with any other Iwo loads, 3) * This ttuss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 fall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connei;llions, 5) Provide mechanical cannectim (by others) of truss to bearing plate capable of wiffislanding 1 00;b uplift at joint(s) 2 except (jt lb) 3=102 6) "Sonwitgid pitchbreaks with fixed heels" Member end fixity model was used in the anrilysis, and dGqgnol this truss, 7) "This rnanutactwed product is designed as an if building component. The suitability and use of this component for any particular budding is the responsibility of the building designer per ANSI T PI I as referenced by the building code." A s WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 re, 1"312015 BEFORE USE 01"W7t, A ill, I ("i I mil'*,"I'm, I- -I, lhit, • is ('n- I -Ny' it ,, I wHiv+11 It , ri i .I t , it , if, Wei, Mot f v& finq , , It t rl t"'I ttiir'l ' yllo'l fr fow ti,' •' lh'= l'iml, P"'j, rovqne' In""I ""Ilty th— rjq 41"' it 41tv ''11, In, I , j ily fil, , 11' 'I' )1 II , i'qqn " it, It,, 'v"I"ll t " In'rk' i I'll lil" t" I 1" "fily MiTek' I, -Aw'w';", 164-1 f, 1 4 11,1111y )i " I i'' r 11ol "'At 4' t 1"'i ' A i`y y In i 'I, ti'n and t',1' iiKi "i Quality Criteria, DSB-89,and SCS1 SullaingComponent 6904 Pwkc, East Blvd Safety Intotmolion h0tul" tlB tJ l""SIte-t Tampa -FL 33610 Job TI LISS Truss Type W P024? FIJ7 Diego- 4 1--p Girder Butlde,,Is Ftt,,taon,ce Tampa. Phni C,ty. Ronda Oty Ply Job Reference (optional} 640 s A,,q 16 2017 W-rek i0ua,,es Inc Mon Oct 16 14 C" 27 201 7 Page I D:rb0YL3jo1CVI 1,J11 FqSJd63xypdA'r-ITpsk I IZM'6315aRx6xslts3X68ri)SXFSLDE61yspw,,,; 4-7-8 Scale = 1 21 8 2x4 — "y4 zxa 5-2-0 5 2 9 4-78 Plate Offsets (X,Y)-- j2:Edqe,Q-0 61 LOADING (psf) SPACING- 2-0-0 CSL DEFL. a IooJ Wdeft Ud PLATES GRIP TCLL 20,0 Plate Grip DOL 1,25 TG 040 Velt(I-L ' J, -0,05 6-7>999 240 MT20 244/190 TCDL TO orintber DOL 1.25 BC 0 60 Verl(7L) -013 6-7 851 180 B(,',,L 0,0 Rep Stress Incr NO WB 0 29 Hol-z(I L) 001 5 n/a n/a BCDL 10,0 Code FBC2014fFP12007 Matrix) Weight: 40 It) FT v 20% LUMBER - TOP CHORD 20 SP N0.2 BOT CHORD 2x4 SP NO,2 WEBS 20 SP No.3 REACTIONS. (IbISIZO) 4=-125/MaGflar)jcal,2=44210-10-15,5=265/MechariicaI Max Harz 2= 131 (I-C 4) Max Uplithl-86(l-C 4),2=-144(LG 4), 5=-80(LG 8) BRACING - TOP GHORD Spuclutal wood sheathing directly applied or 6-0-0 oc. puflins, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES, (lb) - Max. Gornp,/Msix, Ten. - All forces 250 (lb) or less except when Shown. TOP CHORD 2-8=,-761(196,6-9,---736/211,3-9=-703/207 BOTCHORD 2-11-273/700,11-12_-2'73[700,7-12=-273f7OO,713--273/700,6-13=2731700 WEBS 3- 7m0/306, 3-6=-753/293 NOTES- (9) I)W!nd: AI;CE BGDl-30ps!,bz15ft, Gal, !I: ExpC; Enc.(,G0pt=0,I81 MWFRS (envelope)' Lumber DOL=1.60 plate grip DOL=1,60 2) This miss has been designed for a 10,0 pst bottom chord live load with any other live loads. 3) * This puss has been designed for a live load at 20.0pst on the bottom chord in all arras whole 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 hearing plate capable of withslandmg 100 lb uplift at)oFnI(s) 4, 5 except Ot=lb) 2 144, 6) "Semi -rigid pitchbreaks with fixed bests" Member end fixity model was used IF, the analysis and design of this truss. 7) Hangei(s) or other o.onneclion device(s) shall be provided sufficient to support concentrated loads) 70 lb down and 89 to Lip at 1-4-15, 701bdawn and 691bupat 1-4-15,241bdown and 361buipal 4-2-15,241bdown and 361brap at 4-2-15, and 50 lb (town and 86 lb up at 7-0-14, and 50 Ito down and 66 Ito tip at 7-0-14 on top chord, and 0 It, down at 1-4-15, 0 lb down at 1-4-15, 17 Ib down at 4 2-15,17 lb down at 4- 2 15, and 37 Ib down at 7-0-14, and 37 lb down at 7-0 14 on bottom chord. The design/selection 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 fn>nt (I-) or back (B), 9) "This manufactured product is designed as an individual building Gornponent. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI I as referenced by the 1:)illiding code." LOAD CASE(S) Standard 1) Dead + Root Live ( balarlood): Lurnber lncrease=1,25, Plate ncrease,1,25 Uniform Loads (pt) Vert: 1-4,-54. 2 5=20 C,ornaentmted Loads (lb) Vert: 8-v46(1`= 23, 13- 23) 1 071 (F,-36, B=-36) 13=-34(1`=- 1 7, B, 17) A k WARNING - Verify design parameters and READ NOTES ON THIS AND iWClU0FD AftTEK RIEFFRANCEPAGE M1,7473rev , 10103WIS BEFORE USE. JnN",y,k,w tli,a t, 0 lint} I, m'I'l IIN It,, a, it jot - rtgity ''t, I'mgt-tov, )I 'd I, q -ty in, -q— to MiTek Ittil"i I, I st, A Oly I k I ,,,Vonl "lloi-, "'ith j -0 j—l 'tv)i il,july 'o-i I,i -I ,try I -I , ret I, T it lit ci the tip. svind IvIcifiLl <4 Masse s ern tnrkti yslen se^ciANSilTPt t Quality Ciltoria, DSB-" and SCSI Building COMPOnant 6904 PiIike E.,o bOd Safety In(ormahon , LAl, 11 q, f-in lm4 111, It(' 21IJ i,j, VA Tampa, FL 33610 Job Truss Truss Type Oty Ply TQ276034 W P0247 TOr Com,,on Supported Gable lot) Refererxe ;optional) Builders FqcI,'0,,,Ce Tampa R."t city, riond" 3'1566 7.640 s Aug IC 2017 M,Tek imrut,,Es Inc Man Oct 16 14 45 29 2017 paqo I ID:rb0YL3JoICV1 U IF(ISJd63xypIA?-ti,fNExNICIJEWLF9dVpS5F4W5ywZQVMjpf,4zoogySr)wI 1 0-0 200-0 'It 0-0 1-0-0 10-0-0 100-0 1-00 scale = 1 16 1 I 18 1 r Ic 15 5X6 = 14 13 12 Plate Offsets-(X,y)- 15:0-3-0 0,301 LOADING (psf) SPACING- 2-0-0 est. DEFL. In (Ioc) ildeft Ud TGLL 20,0 Plate Cut) DOL 1.25 TG 013 Vert(LL) 000 11 rvt 120 T(,',DL 70 Lurnbe€ DOL 1,25 BG 0.11 Vettji-i 001 11 nir 120 BCLL 0,0 Rep Stress Incr YES WB 0,06 Horz(TL) 0,09 10 tva n1a BCDL 10,0 Code FBG2014/1 P12007 Matrix) 3x4 PLATES GRIP MT20 244/190 Weight: 92 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No-2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 or,, purlms BOT CHORD 2x4 SP No.2 BOT CHORD Frigi d coiling dueally applied or 10-0-0 oc bracing - OTHERS 2x4 So No.3 REACTIONS. All bearings 20-0-0. lb) - Max Horz2=-64(LG 13) Max Uplift All uplift 100 In or less at joint(s) 2, 16, 17,14, 13, 10 except 18,--116(LG 12), 12-I 1(3(LG 13) Max Grav All reaction,,, 250 In or less at joint(s) 2, 15, 16, 17, 14, 13, 10 except 18=2680-C 23), 12-,-288(LC 24) FORCES, (lb) - Max. Comp./Max, Ten, - All forces 2!D (1b) of loss except When shown NOTES- (11) 1) Unbalanced root live loads have been considered for ibis design, 2) Wind: ASGE 7-10; Vult=140mph (3-second gust) Vasd--108rnph: TGU-4.2pst: BGDL-3.0psf; h15ft, Gat, if, Exr) G: Encl,, GGpi-O,IBI MWFRS ( envelope) and C-0 Exreficti(P) 7()Pe,;G-C for mornber, and forces & MWFFIS for fosirtions shown, t urnber D( 1, _-1,60 piale, grip Dol-= I -60 3) Truss designed for wind leads in the plane of the hiss only. For studs exposed to wind (normal to lhe,!ace), see Standard industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1, 4) All plates are 2x4 MT20 unless Otherwise indicated, 5) Gable requires continUOUS bottom chord hearing. 6) Gable studs spaced at 2-0.0 oc 7) This truss has been designed for a 10,0 pst bottom chord live load nonconcutrent with any other live leads, 8) * I his truss has been designed for a live load of 20,0psf on the bottom chord in all areas whete a rectangle 3-6-0 tall by 2-0-0 wide wOl fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 In uplift at joint(s) 2, 16, 17, 14, 13, 10 except 18=1 16, 1 2=1 16, 10) " Serni-rigid prIchbreaks with fixed ho(As" Member end Imly model was used in the analysis and design of this truss. 11) " this manutacluted product is designed as an indMdUal building component. The suitability and use Of this component for any PattIGUraf building is the responsibility of Me building designer per ANSI 'CPI I as referenced by the building code," WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED Mt7EK RIFFERANCE PAGEMn-7473 ret, 101OW015 BEFORE USE 01' vjsjtr, voir I I-1 w! "lily \Oth mih+ . rwe- has IN,, sc*'In K I nI,,, r) t, i 1it, ilvi, Idol f '(19, *"1 n jnrnr I"I MiTek' olyj twr ftlsj - f lilts -xV$ Quality Criteria, DSB-69 and RCSI Building Component 6904 Parke Ea -,I Blvd Safety Information 111,91ot4, WrT, lfuo 11 11,E lastrtuic, I1ei N 11-Sll-'r Ta pa Cr "610 Job T1 Liss Truss Type City Ply TQ276035 WPO247 T(c, 3o4 Reference (optctriaPl Guilders F,stSonrce. lampa Plant City Flouda 33K66 7.640 s Aug Is 2017 Wet, lriduslnes Inc Mon Oct 16 1-4 4, 2c 2017 Page 1 11) rb0YL,3Jo1CVl U1 Fql,',ld63xypdA?.1nfNExNl(;7JF-wLF9dVpS5F4WIWwMt)VK8Ph'Izoe,8vspw, 1-0-0 5 5 0 Io () c 14-7-0 20-0-0 21 0 0 1-0-0 5 5-0 4 1 0 _4_ 7 0 '55-0 1-0-0 Scale --- 1 36 1 4XG - 4 5, 00 12 L 4 2ot 2 41 3XC 100- 0 1000 Plate Offsets (X,Y) - )6:0-4-0,0-3-0] LOADING ( psf) SPACING- 200 CSL TOLL 20,0 Plate Grip DOL 1,25 1 G 0,41 TGE) L 70 Lumber DOL 1 25 BC 093 BGLL 0,0 Rep Stress Incr YES WB 020 BGDL 100 Code F13C2014/1'P12007 Matnx) LUMBER - TOP CHORD 2X4 SIR No-2 BOT CHORE) 2X4 SP No,2 WEBS 2X4 SP No-3 REACTIONS. ( IbIsize) 2-78710-8-0,6,--78710-8-0 Max Horz2= 64(!-G 13) Max UplrfT2-.--2l6(t-C 12), 6=-216(LC 13) FORCES. ( lb) - Max, Comp./Max. Ten, - All forces 250 (tb) or ess, except when shown. TOP CHORD 2-3=-1317/649, 3-4=-997/62l, 4-5-997/621, 5-6=1311/649 BOT CHORD 2-8=-672(1172, 6-8=-68111172 WEBS 4-8=-247/533, 5-8=-354/366, 3-8=-3541366 0 34, PLATES GRIP MT20 244/190 Weight: 86 rb FT = 20% BRACING - TOP CHORD RDSituctmal wood sheathing directly applied or 4-8-11 or; pudins BOT CHORD Rigid ceiling directly applied or 2-2-0 oc, bracing. DEFL, Vf, A(LL) V PrI (I L) I iorz(l Q 200- 0 10- 0 0 it floc) 3/dell ud 0, 16 6-8 999 240 0 43 6-8 534 180 6 n/a n/a NOTES- ( 7) 1) ' jut)RI"Incod ipot ove, loads have been corsidered for this design, 2) Wind: ASC E 7-10; Vult,-1 401nph (3-second gust) Vasd=l 08rnphl TCIDL-4,2psif: BCDt-3,0psf, rtvi 5ft ' Cal. If: Exto G, ' Encl., GCpj=0,l8, MWFRS ( envelope) and (--,-C Fxletror(2) zone;C-C, for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1,60 3) This truss has been designed for a 10,0 pst bottom chord live load rioncorrcuuent with any other live loads. 4) ' This MISS has been designed for a live load of 2C10pst on the bottom chord in all areas where a rectangle 3 to-0 pill by2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others} of tress to hearing plate,,, capable of withstanding 100 lb uplift at joint(s) except (jP--b) 2a216, 6=216, 6) "Semi - rigid pitchbteak, with fixed heels" Member end fixity model was used it) the analysis and design of th!s Kiss, 7) 'This manufactured product is designed as an Individual building Gornponenl. The suitability and use of this cornponeol for any parlroijlar building is the responsibility of the building designer per ANSI TPI 1 as referenced by the bUliding code." WARNING - V. 1ityrfia.0911 pararri.fers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGEMP-7473 rev. 1010312015 BEFORE USE. V'14, i" IN, domqi I,, I - "', I I'll I I A- jilit'I"t, it, u., , to if t"ii, 11;,q , F, 'I 119ity 'I JON! , 111 IN— V-1 - h-1 Wek' J—r, t,fflly )n I I't j,wvont MII) I I"i—i-I injlwv 111i "e," ANSI/TP11 Quality Crtirefla, DSE-89anci SCSI Suff4ingComponent 6904 Parke (,,wJ EiNd Safety Information, rv. filot ,kt tr-i it huts (11" ri<, 1, Mit, sI, , tll,H Ta,-ut)a VL 3<361() Job Tiuss TIuss Type W P0247 T03 GABLE Bvkjera F lSoatce_ Tamtia - Plartl (Av, [ onda 33566 - 1-0-0 8-0 Is 1-0-0 B-0-15 3x0 - 13 4-5 S 3 6 5,00 1 ally pry T12276036'. i Joh Refc rerx.c (nptlorlal} 7 640 4 Ang 16 2017 Wei, industries.- Inc Won Oct 16 14 45 30 2017 Page I I D:rbOYL3Jo 1 C V t U 1 FgSJd63xypdA?-i 1 V_ M33SfwUeaYJOcE UZK VIaJJ k2 V ZD U i8,! Suy 1 yspwp 19-6-0 25 7 11 30-1 i 1 3900 40,-0-0 6-1-11 ... C 1 11.... 5 3-6 8 0 15 110-0 3x4 24 P3 22 21 2,o ;<4 18 4{xf IC,45 3x& -- 5x6 = 6 S 14 3x4 3x6 - Scale = 1:68,6 Piafe Offsofs (X,y`) i5 0 1 2-0 0 Uh (7 O 3 0,0 0 8] LOADING(psh SPACING- 2-0-0 CSI. DEFL. in (Ica(:) trdefl lid PLATES GRIP TGLL 20.0 Pa€e Grip DOL 1 25 -11 GI 0.65 Vert(LL) -0,24 10-12 >976 240 M120 244,1190 TGDL 7-0 Lurnber DOL 1-25 BG 090 4ren(TL? -0-(35 10-12 >356 180 BC.LL 00 Rep Stress rncr YES WB 0-28 Horzjl-) 0,01 10 Lila n/a BCDL 10-0 Code FB('20141CPI200e' (Matrix) Weight: 267 tb FT = 20k, LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOP CHORD Structura€ wood sheathing d€€ectly appiied or 4-9-4 Or, pr;rfins- BOT CHORD 2x4 SP No.2 B01 CHORD Rigid ceiEing directly a[}plied or 6-0.0 oc bracing, Except: WEBS 2x4 SP No.3 10-0-0 oc bracing: 12-14,10-12- OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 6-14, 7-14, 5-14 REACTIONS. All bearings 19-4-8 except (jt=length) lb) - Max Hof z 2=-119(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 23,24 except 14=-41 1(LC 13), 20=-278(LC 12), 15=-111(LG 18), 10=,- 191(LG 13) Max Gras All reactions 250 Ib or loss at joint(s) 2, 16, 17, 19, 21, 22, 23, 24 except 14=1517(LC 1), 14=1517(LC 1), 20=462(LC 23), 10=596(LC 24) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 fib) or less except when shown. TOP GHORD 4-5=-361269, 5-6=-1221528, 6-7=-122/529, 7-8=-3701363, 8-9=-4701347, 9-10-725t442 POT CHORD 19-20=-238/308, 18-1° 2;3Hh308, 18-44=-238/308, 17 44=-238/308, 1' 45=-238/30€3, 16- 45= 238/308, 15-16= 23W308€ 14-15=-236/30R, 10-12=-273/597 WEBS 6-14.= 6791389, 7-14=-726/578, 7-12=-3131589, 9-12=-369/402, 5-14=-308/323, 5-20=-185/252, 3-20=-3601412 NOTES- (10) 1) Unbalanced root live loads have been considered for this design, 2)Wind_ ASCE 7-10, Vult= 140mph (3-second grrstj Vasd=108rnph, TCDL=4-2psf, BCDL=3-0ps€; h=15111; Cat 11, Exp c, End_ GCpc=0 18: MW f RS (envelope) and C- C Exterior(2) zane;G-C for members and forces & MW f FIS for reactions shown; Lumber DOL-1.60 plate grip DOL=1-60 3) Truss designed tot wind leads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1. 4) All prates are 2x4 MT20 unless otherwise Indfcated- 5) Gable studs spared at 2- 0-0 oc. 6) This truss has been designed for a 10.0 pit bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20-0ps( on the bottom chord in all areas where a iertangle 3-6-0 fall by 2-0-0 wide will tit between the bottom chord and any other members, with BCD(- = 10.01)st. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 ib uplift it {alit(s) 2, 23, 24 except jt=lb) 14=411, 20=278, 15=111, 10=191. 9) "Serpi rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) "This manufactured product is designed as an individual building component, The %iitability and use of this component for any particular building is the responsibility of the building designer per ANSI i PI 1 as referenced by the building code." WARNING - Vertty design parameters and READ NOTES ON THIS AND INCLUDED UITEK REFERANCE PAGE U11 747? rev, fiVO3,2015 BEFORE USE t"Mon tuft tI r nlYnn !- I", IN ft" lntst*1 S -WyIII nt u mu-r! is,h 41' miI t r in fror i, 10, it t 'Iir Arr;,x.mt r ,It, i,J item s-,f in NA, 1, u,', ttt;>! 4 txirt 1":'Jii fI"Ior rkry11 e%44gw.molls-"( t dyn reiiIII t"iscurirF I'IlyIi if r.-ih" it }.u.anuil th :,,.afar ill $^ tattli111to le't1n. f3a r ln'l it, It-ill„II,t''€et•c niter€:kluirt" it, rl it Suns oil itsU-11,->r.4murnt.,I,,,niy-AS#lteyriif'.wr, vIo'ycsi i r'etn,ane>r lty rinO '9li I4 ilwoy I yin .d t , ~t ik dirty a( 3 4 y i . Vet 1 Ili it. ; v ttt t srl J< t'Ar 'Iv A 61}xY a(<f t,r,I, tty.kmi<h}e faI r,n :elf prid lii ,t, y)cn tomy if,,, I,-,blkdIt n, shxagc..k.6rely, rr .tad t VI Inca ,t Iny" 11u1 buss ;.sle,rns. V=oANSUTPIi Quality Criterto, DSB-84 and SCSI Building Component ,. 6904 Parke Fast Bled. Sofety lntormotion zit ilk it 4e it, in rlxz 11, 11'x histikit, " 218 N fe<: hII'"'t ,uit" t I? NaxanJn i v112232 4- Tarnpi FL 33610 Job Ti uss Truss Type Jty Ply T12276037 WF0247 T04 coma -,on 6 1 Job Reference (optional) Builders F,,,6oume Tampa Plant Cry Honda 33566 7.640 s Aug 16 2017 M,Tek ludusiuesInc Mon Oct If, 14 45 35 2017 Page I fl): rbOYL3JoiCV1CJ1FqS,)d63xypdA? AE3NeiP44QEcVCtuCAy?otj8XK8WKicOrNzB-',F-TySpwo 6- 9-14 13-0-0 19-6-0 26-0-0 322-2 39-0 0 40.0-0 1- 0-6 6-9-14 6.2-2 6-60 6-6-0 6-2-2 6-9-14 1-0-6 5x6 = C, 00 12 Scale = 1 68,6 18 11 16 15 14 12 3X6 2x4 3XG - rXe - 3x4 2x4 3x6 19. 4-0 1 9,C"-0 26-0-0 32' 6- 9-14 6`-2 6 4.0 0--0 6-6-0 LOADING( pa) SPACING- 2-0-0 CSL DEFL. in (10c) I1,101 Ud TCLL 20.0 Plate Grip DOL 1,25 TG 0,51 Verl(LL) 0,05 10-12 999 240 TGDL 7,0 Lumber DOL 1,25 BC 0,41 Ved(l Q 0.14 10-12 999 180 BCU- 0,0 Rep Stress Incr YES W B 0,55 HotzJL) 002 10 Iva n/a BCDL 10-0 Code FBC2014/TP12007 Matrix) PLATES GRIP MT20 2441190 Weight. 203 lb FT -- 20% LUMBER- BRACING - TOP CHORD 2X4 SP No,2 TOP CHORD Structural wood sheathing directly aPPIK'd 01 5-9-9 OG PUTIMS. BOT G HORD 2x4 SP No,2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS I Row at rrudpt 6-15, 7-15, 5-15 REACTIONS. All bearings 0-8-0. lb) - Max Herz 2=-1 19(LC 17) Max Uplift All uplift 100 lb or less at joint(s) except 2=- 1 16(i-C 12), I5=-429(LC 13), 16=240(1-C 12), 10,--. 187(L G 13) Max Giav All reactions 250 In or less at joint(s) except 2=413(LC 23), 15=1476(LC 1); 16=738(LG 23), 10=583(LC 24) FORCES. ( lb) - Max. Comp -/Max, Ten. - All forces 250 (b) of less except when shown, TOP CHORD 2-3=-402/186,3-4=-130/332,4-5=-112/447, 5-13=-1601594, 6-7=-161/595, 9-10=- 819/453 ROT CHORD 2-18=-1 10/3087 17-18=- 110/308, 16-17=- 110/308. 15-16=-3531391, 13-14=-3011689, 10-12=- 301/689 WEBS 6- 15=-732/422,7-15=772/587,7-14=-153/438,S1-14=-6131467,9-12-0/273, 5-15=- 238(251, 5-16.---3551174- 3-16=-6291477,3-18.-01274 NOTES- (7) 1) Unbalanced tool live loads have been considered tot this design, 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108rnph; TGDI-=4 2pst: BCDL=3,0psJ1 )=151t: Cat, 11; Exp C: End- GCpi=018; MWFRS (envelope) and G-C Exterroi(2) zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL.-1,60 plate grip DOL= 1,60 3) This truss has been designed tot a 10,0 pst bottom chord live load nonconcurnait with any other live loads, 4) * ]'his truss has been designed tot a live load of 20,0pst an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the b0ltOon chord and any other members- 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 116 lb uplift at joint 2, 429 lb uplift at joint 15 240 b uplift at joint 16 and 187 lb uplift at joint 10. 6) "Semi - rigid pitchtiteaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code-" A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mit-7473 rev. 1010312015 BEFORE USE. I k' eAqn V, 114 1 for € I'ly wn I fil Aa i, , i-m lhl:,' r, t'w " billy i q-1) I, li=it "1 " 'on' on I k, 1 'r, In, fivi, t v 311 Alirdrno ytill; , 'I k Y't , v 4 it,rill MR MiTek' V r k it illlyoi'ilolvw"W Witt, it, tingli- fol'si, " Ition, *+ I'lo, 'A"ilvolv"*."!rot' of id lwv:it gJ of or'd tnn"V'1enrs. w(ANSI/TPII Quality Criteria, D58-89 and SCSI Building Component 004 Parke East f3tvd Safety information , AwtftaH(, ft, nm trues 111, rre 18 Ni ex=, Strc^t Suitr: i IX Aiox,)n ina, VA?Xil A. Tan43i Fl- 33610 Es Type. Wf'0247 T05 comu,orl Builders F,,stSource Tampa pkmt City. Floltaki 33566 1-0.0 8-0-15 13 4 5 19-6-0 10-6 8-0-15 5-3-6 6-1-11 5,00 12 oly ply 112276038 13 1 Joh Reference (optional) 7.640 s Aug 16 2017 MIT,,1, industries Inc Mot, Oct 16 14 45 31 2017 Page I ID ft)OYL3,)cICVI(,)IFqSJd63xypdA) AE3NaP44C)EcVD(iC.Ay?otj8Rf8PYfXErNzBSFTySpwo 25-7-11 $0111-1 39-0-0 40-0 0 6-1-11 5-3-6 8-0-15 I 0 6 3 6 " 1 1 sv 14 4 x6 3x4 -- 4x6 10-6-8 1116-0 2815411 10,68 Plate Offsets (X,Y)-- f2:0-3-0,0-1 81,[10,0 3 0,0 1-8] LOADING (psf) SPACING- 2-0-0 CS1, DEFL, In (10c) I/defl L/d TOLL 20-0 Plate Grip DOL 1,25 1 C, 087 Vell(LL) 0,26 10,12 999 240 TCDL 70 Lumber DCq- 1 2 t-, BC 085 verl(71_11 074 10-12 622 180 BELL 0,0 Rep Stress InGr YES WEI 0,88 HcIrz(T[,) 0.17 13 n/a o/a BC DL 10,0 Code FB(,2014rI_PI2007 Matrix) LUMBER - TOP CHORD 2X4 SP No.2 *Except* 1-4,8-11: 2x4 SP Nat BOOT CHORD 2x4 SP No-1 'Except* 13-15: 2x4 SP No.2 W, E_ BS 2x4 SP No.3 Scale = 1,67 4 10 6 8 PLATES GRIP M120 244/190 Weight 190 it) FT - 20% BRACING - TOP CHORD Structural Wood sheathing directly applied. BOT CHORD Rigid oeilrig directly applied or 4-9-6 oc bracing. WEBS I Row at midipt 7-14,5 14 REACTIONS, (Ib/size) 2=1490/0-8-0, 10=,1490/0-8-0 Max Holz 2= 11 9((-G 13) Max UplM2=-399(LG 12), 10=-399(I,_C 13) FORCES, (lb) - Max. Gornp_/Max. Ten. - Ali forces 250 (It)) or loss except when shown, TOP CHORD 2-3=-2941/1812, 3 4=-2697/1724, 4-5=-2597/1739, 5-6=-1692/1307, 6-7=-1892/1301, 7-8=-2597/1739, 8 9=-2697/1724, 9-10= 2941/1812 BOT CHORD 2-16=-1 519/2625, 15 16=-1 172/2191, 15 177, 1172/2191, 17-18-1172/2191. 14- 18=- 117212191, 14-19=-1 175/9191, 3q-20._-', 175/2191, 13-20=- 1 175/2141, 12- 13=- 1175/2191, 10-12= 152812625 WEBS 6-14-693/1080, 7-14- 699t559, 7 12--285/549, 9 12=-32B/372, 5-14=-699/559, 5- 16=-285/549, 3-16= 328/372 NOTES- ( 7) 1) Unbalanced root live leads have been considered tot this design, 2) Wind: ASGE 7- 10; Vull=I 40mph (3-second gust) Vasd,-- 108rnph, TGDL=4,2psf, BGDt_=3,QprIf1 h.,l 5ft; Cal, 11, Exp G; Encl_ GGipi=0,11 81 MWFRS ( envelope) and C-C. Extertof(2) zone,G-C for members and forces & MWFRS tot 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 noncoincurrent with any Other live loads. 4) ' This truss has been designed for a live load of 20,0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL -_ 1 0,0psf, 5) Provide mechanical connection (by others) of truss to bearing plate capable at withstanding 399 lb uplift at joint 2 and 399 Ib uplift at Joint 10, 6) " Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 7) " This manufactured product is designed as an Individual building component. The suitability and use, of this component tar any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building (,,ode,." WARNING - Verity design pammaters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGEARI-7473 rev, IIJI1031"15 ISEFORIF USE IhKr Io4jn is I, I tv 1, " =to in II'vili, 11 t 'kill, III rl t huts t1 IV III I I Al aon No, oi-,r il,ll,, it, ' Is, I , [,F,vorrru II 'u-kllll) "t ii, rivi, III, Ai I I kl lt k', q , it / t , h, n-1 l I -l, 'I 1y A, 1, P11, 'I t Injta ti -+ IV wl It Iull ItrrnE Stuv I" t t, MiTek I"' k-ly [oq'Ill, I I,( I, it ifily 'n I I- I iov"lil - "It' it", 'ith i""JIA" Inp,y ln i I'l-t-ily t I' J II, I, It q,114til F,Plkdu I tlia lol' Ir 'Ition, Owl v,, d,urvefy, et, ii-i, , In, I I wlcitui "I III roil woANSUM) Quality Criteria, DSB•89 and SCSI Building Component 6904 Flwlue llao Brvd Safety Information ov,11144, 1110, ItM, lltokImirtur, 2l8 N T.nripa R 33610 Job Truss 1,njs-, Type aty Ply T 12276039 WPO24 7 T06 HAP, I, Reference (optional) Builders r',qSc ;co Tat,Pa Plant City. Rot,da '13566 1640 s A,sq 16 2017 %Tek iridtniltes Inc Mon Oct 16 14 45 32 2017 Page I il)[bOYl,-3JolCV1(71FcISJd63xypdAeCZc(iikSiRXkMI)sTOkfWIC)wC;t)dYlpR S Cdx?nvySpwn 0--_ 55 S C1------------ 5L7-2 - -- - -------- i2 11 ---------- - -0 1 010 Ao a 1 3 1 7 12 0-6-0 7 IZ 3.11 8_0 q 0-0 060 Scale = 1 69.7 3X6 3X6 3xC, 500 12 6 3X6 2X4 4 3x4 5 18 17 19 20 16 4xG 3X8 - 3x4 21 22 15 14 3x4 4 z6, 2000 eft ---- ----___ - - s ( X,Y)-- 2-41,1O 3-0, 0- 2-4 1, t12 0- 3-ozo- 1 -81 LOADING (psf I SPACING- 2-0-0 TCLL 20, 0 Plate Gnp DOL 1,25 TGDL 70 Lumtiet DOL. 1,25 BOLL O' D Help Stress incr YES BGDL 100 Code FBG2014/7PQ007 LUMBER - TOP CHORD 2X4 SP No.2 'Except' 1-4, 10-13: 2x4 SP No 1 BOT CHORD 2x4 SP No.1 'Except' 15 17: 2x4 SP No2 WEBS 2x4 SP No,3 REACTIONS. (lb/ size) 2=149010-8 0, 12=1490/0-6-0 Max Herz 2=- 1 1(3(L(, 17) Max Up1ift2=- 396(LC 12), 12= 396(LG 13) 12 13 3X6 CS1, DEFL. in loc) tided Ltd PLATES GRIP T C 085 Verl(LL) .0,26 16-18 >499 240 MT20 244/190 BC 085 Veri(T[,) -0,74 2-18 >626 180 WB 062 Horz(-['L) 0,17 12 n/a n/a Matrix) Weight] 169 lb FT = 20% BRACING - TOP CHORD StrUCtUral Wood sheathing directly applied. BOT 01ORD Rigid ceiling directly applied or 4-9-9 oc bracing WEBS I Row at mtdpt 5-16, 9-16 FORCES. (lb) - Max. Gomp,/Max, Ten. - All tortes 250 (lb)or less except when shown, TOP CHORD 2-3=-2927118093-4=-2698/1717,4-5--259711733, 5-6=-1894l1302, 6-7- 1692/12(i1, 7-8--169211261, 8-9.- 1894/ 1302, 9-1 O=-2597/1733, 10-11--2698/1717, 1111 2=-2927/1809 BOT CHORD 2-18-151712628, 17-18=. 116412188, 17-19= 1164/218, 8. 19-20-116412186, 16-20=-1164/2188, 16-21=-1167/2188, -22122=-1167/21E8, 15- 22=-116712188, 14-15r-- 1167/2168, 12-14=- 152712628WEBS3-18=-330/377, 5- 1 B=-2871551, 5-16=- 690(546, 9-16. 690/546, 9- 14.-287/551, 11-14--,--330/377, 7,16=-675/1063 NOTES- (8) 1) Unbalanced roof live leads have been Gonsideted for this design. 2) Wind: ASCE 7-10; V01= 140rnph ( 3-second gust) Vasd=1 08riph, TCDL., 4,2psf: BGPL=3 Opsf, fh-1 5ft, Cal It Exp C: End., GGpl--O. 18: MWFRS (envelope) and G G Extenon(2) zone,C-C. fot mernbers and forces & MWF:RS lot reactions shown: Lumber DOL=1.60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water bonding 4) This truss has been designed tot a 10.0 psf bottom (,,field live load noi)GORGLITrept with any cutlet live loads. 5) ' This thiss has been designed for a five load or 20,0pst on the bottom chord in all ai0as, whole a rectangle 3-6-0 tall by 2-0 0 wide will fit between the bottom thorn and any other mernbefs, with BODL = 10 opsf, 6) Provide rneGhanical connection (by others) of truss to bearing Plate capable of withstanding 396 Ib uplift at joint 2 and 396 Ib uplift at joint 12, 7) "Semi nqtd pitchbreaks wth fixed heels" Member end fixity model Was used in the analysis and design of this truss. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI -CPI 1 as referenced by the building code." Al, WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED UITEK REFERANCE PAGE M11-7473 rev. 1010"015BEFORE USE P)v,11,11"I -ll"- t,l', W1, 1 1; + ", "", ,I , (F, 1, 1( , Eno, 11 1 't At At,k 1, r*11 - l 11 , l"' t "'only !It , tj I 4k )I At I y 1, r, ?o, ti I w )11 E, 1, 4, , r, I[ 1j y tit .... it -1 )1( 11 'r, 1, ,"i It & 1,)11 M Re k I)uA N 1, tl,qA0i-1k, iisl-tq,?,i%rttii; k10i,,i-tjn,Av141,A1 t! us'-',(4-)10/-, 11-1 11-In't-l-nly fvl,fiti(,)l Quality Criteria, DSO-89 and BC$l Building Component 6-04 Rarke last sod Safety m(ormatlon t,AKA,4, 1-n, lmss (1, 11,= 111"tilut", Litt H I,, g, 1no,','A22:1 14 Ta,,tca FL 33614 Job Ti us , I cuss Type, aty Piy 1122 76040 WP(1247 T07 Hp Job Reference (optional) 60det s FitstSo.rce lampa Plant C,ry. Honda 7.640 s Aug 16 2017 M(Tek indwlm, Inc Mon Oc, I 16 14 45 a3 2017 r 'age I I lDd,)OYL3,)c)l(,,VlU1FqSJd63xypdA?-6cA7 45KVr,,DR021)lNlGy8E)oyx52AW,,,BiHqYJMy5pwti) 1-09 13-4-4 17-0.0 1 19 (1 0 , 2210 0 , 25 7-12 127 5_6 - 30-11.7 ;32 10 13, 39_0 0 40 0-0 1-0-0 5-3-11 3-7-12 2-60 26-0 37 12 1-9-10 3_6 1 1-11-6 6-1-13 100 Scale - 1 69 9 5-00 _F, SX8 IX4 3X4 9 3X6 2x4 4 10 2x4 V 2 12 4A-1 18 17 3x6 = 19 20 il. 21 22 15 14 3x6 - 4A5 3x8 3x4 3,4 4x6 1960 22-00 28-5-10 10-6-6 65-10 2-6-0 260 6-5-10 10-66 Plate Offset-, (X,Y)-- 12:0-3-0,0 1-81: 160-4-OzO-2-21,[8,0-4-0,0-2 21, [12,0-3-0,0-1-81 LOADING ( psf) SPACING- 2-00 CSL DEFL, In (,oc) V001 Ud PLATES GRIP TOLL 20,0 Plate Grp DOL 1,25 TO 0,75 Veil(L,L) -0,29 16 18 999 240 M120 244/1901 TCDL- 7.0 Lurnow DOL 1.25 EC 0,85 vetl(T[j 0, 75 12-14 >609 180 BOLL 0,0 Rep Stress lrlcf YES WE 049 Horz(TI-) 0.17 12 n/a rVa BCDL 10,0 Code FBC20141T F112007 Matrix) Weight, 191 11) F- I -- 20% LUMBER- BRACING - TOP CHORD 2X4 SP No-2 *Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 5- 8: 2x6 SP M 26, 1-4,10-13: 2x4 SP No,1 BOT C,K)AD Rigid ceiling directly applied or 4-10-0 oc bracing, BOT CHORD 2x4 SP No.1 'Except' WEBS 1 Row at rnicipt 5-16, 9-16 15- 17: 2x4 SP No,2 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1490/0-8-0, 12=1490/0-8-0 Max Hot z 2= - 104 (L 0 13) Max ( Jprft2=-383(I_G 12), 12-,-383(LG 13) FORCES, ( lb) - Max, Comp /Max, Ten, -All forces 250 (lb) or less except when shown. TOPCHORD 2-3=2935/1795,34=-2698/1696,4-5=-2622i1712,5-6=-1919/1302,6-7=-1749/1239, 7-8: z-1749/1239,8-9---191911302,9-10=-262211712,10-11=-2698/1696, 11-12- 2935/1795 BOT CHORD 2- 1 8=- 1505/2637, 17-181 1 ?5/2 160, 17-19-,- 1125/2166, 19-20112512 1663, 16-20=- 112512166, 16- 21 = 1128/2166, 21-22=- 1128/2166, 15 22 =- 112812166, 14 -15-- 1128/2166, 12-14= 1515/2637 WEBS 3 18=-3561404, 5-16.-.-311/567, 5,16 584/438, 9-16=15841438, 9 14=-311/567, 11-14=-356MD4, 7- 16,- 529/899 NOTES- (8) 1) Unbalanced roof live loads have been considered for Ihis- design. 2) Wind: ASCE 7- 10; Vult=140mph (3-second gust) Vatsd=108rnph: TC1)L=4.2psf: BCDL_3,0psf, b7_15ftl Cal, 11, Exp (' Encl., (:Xpi=0.18: MWFRS (envelope) and C- C Extenot(2) zone,G-G lot members and Imes & MWFRS for reactions shown, Lumber DOL-1,60 plate, grip DOL,=1.60 3) Provide adeqrate drainage to prevent water pending, 4) This truss has been designed for a 10.0 psf bottom chord live load nonCOnCUrrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom (.,hard in all areas whele a rectangle 3-6-0 tall by2-0-0 wide will fit between the botton, chord and any other members, with BCDL = I O,Ops(, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 383 In uplitt at joint 2 and 383 In uplift at joint 12. 7) "Semi -rigid pitchbreaks with fixed I ieels" Member end fixity model was used in the analysis and design of this truss, 8) "This manufactured product is designed as an individual buEEding carnponent. The suitability and use of this ctamponent for any PalliC,'Lllir building is the responsibility of the bulding designer per ANSI I PI I as referenced by the Wilding rode," WARNING, Vefify design Parameters and REACT NOTES ON THIS AND INCLUDED MITEKREFFRANCE PAGE U11-7473 ree, 1010312015 BEFORE USEt}n, Al'i 1, rV, -rely with rvlflkl , vv- l-,, fhl-josr g, i 1, ),,l 'Ny qp'11 i. i sh-vol, , Iry I is I"t X1,01'i ru,,k lxltl=Aitt -m( "not'r -I tilts: sy5b in ilf,,n,try. , r. x f,+a7LHrx7 eJ-401,t ""),J1 -Hty IN-114,11-31 •Ory -f'J-Jqn I')( w,,Ao(, anl tvr ks0i 4i•- -q v ,, it, this, 44- tl, ill IY 4n N,y al"t in 11, 1, 1" tw kltnrr ''I 1, fivt•lu'Arkms "'t, 11,1/o( Jv,l Ni $01,vrl ie:n t"-i iiv txl I 14 llwoys tF qttll,i f-I srolltry< m I I" will, 11tjuiy -3111 is- g x v ty "'e I,,, t 641-14)1 1° Al'i the toblk,olion, 4"I''Ind tv), -ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information otil,114, 4-if, InnsPlot, inAl' il", 7,W H to-M,,"I Sulr,03X VA?CT14 Nil' Wek 6904 Parke Lam Blvd. Tiupa Fi- 33610 Jokt Truss Truss Type a ty ply 112276041 Wl"0247 T08 Hp 1 I Job Reference (optional) B,Adel,s Fvslsomoo Tampa Now City Flo"da 33,566 7 640 s Aug 16 2017 Wok Whst,,es inc Mon Od 16 14 45 34 2017 rlaqe I tE):rt)OYL3JolCVlLIIFQS,Jd63xypdA?-bpkVC,','Q6yjg 43Acnt42VVL.lw3LPovz H3xQ6soySpwI 1-0-0 7-9-14 15-00 19-6-0 24-00 31 2-2 39-00 410-0-0 1-0-6 7-9-14 7-2-2 460 46-0 7-2 2 79-14 1-00 500 12 5X6 2x4 5X6 — 6 7 3X6 -- ill — -', — 3x4 3Xs 3X8 3X6 3,,4 9-S 2 Plate (Alsels; (X,Y)-- 12 0-0-10,Edge], J[5:0--OID 2 41 17,0-3-0,0-2 41, 110,03— ---------- -- 10 0 14 I 1 70,1 LOADING (psi) SPACING- 2-0-0 CSI, DEFL, in (Ioc) Vdefl ud PLATES GRIP TOLL 200 Pilate Grip DOL 1,25 i C, 0,92 Vetl(LL) 0.32 14-16 5999 240 MT20 244/190 T GD L 70 Lumber DOL 1.25 13C, 0.99 Verl(TL) 0,70 14-16 >65& 180 BCLL 0,0 Rep,Sttesstncr YES W 6 0 SO Horz(,Tl_; 0,17 10 n/a n/a 130i.L 10.0 Code FBC20141TR120107 (Matrix) Weight, 189 Ib FT = 20% LUMBER- BRACING- I'CIP CHORD 2X4 SP No-2 TU" CHORDRD Structural wood sibeathIng directly applied. BOT CHORD 2x4 SP No 1 *Except' BOT CHORD Rigid ceiling directly applied or 2-2 0 cc biacing, 13-15. 20 SP No,2 WEBS 2x4 SP No,3 REACTIONS. (lb/size) 2=149010-8-0, 10=1490/0-8-0 Max Hot z 2=93(LC 16) Max Upril2=-369(LC 12), 10— 369(11-C 13) FORCES. (lb) - Max. Comp./Max. Teti. - Ail forces 250 (lb) or loss except when shown, TOP CHORD 2-3=-2961/1797,3-4=-2738/1702,4-5=-2652/1724,5 6= 2184/1457, 6-7=-2184/14573 7-8=-2652/1724. 8-9=-2738/1702, 9-10=-2961/1797 BOT CHORD 2 16=-1514/26(371 15-16=-1012/2038, 1517=-101212038, 17 18101212036, 14-16=-1012/ 2038, 14-19=- 1014/2038, 19-20=-101412038, 13-20=-1014/2038, 12-13=-1014/ 2038,10-12=-1524/2667 WEBS 3-16= 382/447,5-16=-40,3/670,5-14=-801420,6-14--250/187,7-14=-80/420, 7-12— 4031670, 9-12--3831447 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vcllt= l 40rnph (3-second gust) Vasd= I 06rnph, I GDL =4,2pstl BGDL=3,0psf1 h=l fift; Cat. 11, Exp CEncl., GCPi,_0. 181 MWFRS (envelope) and G-G'Exterior(2) z000;C-C: for inenibets and loices & MWFRS for reactions shown, Lunlbeq DOL=l 60 plate grip DOLl1 60 3) Provide adequate drainage to prevent water ponding. 4) This Ifuss has been designed for a 10.0 psi bottom chord live load nonconGurrent with any other live loads. 5) ' This truss has been designed tot a live INid of 20.0pst on the bott(ifo chord in all aceas, where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other mprabers, with F3GDL = 1 0,opsf, 6) Provide mechanical connection (,by others) of fill,,,, to bearing plate capable of withstanding 369 It,, uplift at joint 2 and 369 11b uplift at joint 10. 7", "Semi -rigid pitchbreaks with fixed heals" Member end fixity model was used in the analysis and design of linis truss, 8) "This manufactured product is designed as an individual building component, The suitability and use of this,,,ornponent for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code," WARNING, Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M(1 7473 rev. M0312015 BEFORE USE, it) v, riI fs r"I If y ,J it, , olil ", 1('is I I 't" f-,A, it, 1v I:-i -ftly it t) I Jr iii", Ie, ti 'I ri li I I, r, i A, initA r, I, ti t& lit q it t"I , I, I, I I, i N" III,I I Ahkiin'), jowylol III, t,l -rry 11") "If * h I. I F'-mt "Illy, III With t`»t,, o J,Iv,nol il'iriv on, I it"t x'lly -Pim, Vit,ti. k,,- Iqo, .roiive-ly.owcllon one t,-eJf,,) _' t tm-s anI Quality Criteda, DSB-89 and SCSI Building Component Safety Information Wek 53 9 0 4 Parke East filed. Tampa I'L 33610 Job Trots truss Type City i Y T12276042( WPO,A7 T03 Hip t t Job Reference (optional) Buklers I rtetSowce Tampa, Plant City Flonda '.M66 7.640 s A,,q t(i 2017 MITek Indusirse Inc-, Mon Od 16 14 45 3S 2017 Page 1 I,) i[)0YL3Jo1CV1U1FqSJd63xypdA?-3?llPm7bUS6xgJBzPt,4ktLi791n12eTi-iRIa9fOEy$pwk I -0 0 7 3.2 13 a 0 _... Y9-6'a _ 26 0 a 31-a 14 39-0 0 40-0-0 1-0-0 7-3 2 5 A 14 6-6-0 6-6-0 5-8-14 7 3 2 1 a-d 2x4 '..i 5X6 -. W- 4 5 6 2x4 i 2 r Z d6 _...... 14 13 15 16 12 17 it 18Sa 4x4 :ix6 dXH 3x6 -- 3x4 2x4 Scale., 1',68 9 c1 a .- s 4 3x6 - 100 14 13 6 0 28-11 2 10-0-14 9-5-2 9-5-2 _.. 10-0 14 r'late C>ttscas (x,v) (2.a-o la,Ed9e. (4 0 -O,o 2 4h [6:o s 0,0'2'}, Is ue-10-Fc;cUei_ LOADING(psf) SPACING- 2_0_0 CS, DEFL. it) {foe) (filet€ Ud PLATES GRIP TOLL 20.0 Plate Gnp DOL 1.25 TC 0.77 Veit(LL) 0.29 10-12 >999 240 MT20 2441190 T (FDl_ 7_0 '.. 1_urnber DOL 1.25 BC 0.88 Vert(7 1_) 0-68 10-12 >676 180 cTCLL 0.0 Rep Stress Serer YES WB 0-30 Horz(-FL) 0,17 6 n/a nta BCDL 10-0 Cade FBC2014tTP12007 Mat€ix) Weight: 184 1b FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No-2 TOP CHORD Structural wood sheathing directly applied or 2-2.0 oc ptidins- ROT CHORD 2x4 SP No.1 'Except` BOT (,'HORD Rigid ceiling directly applied or 4-11-4 oo bracing, 11-13: 2x4 SP No-2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2='1490/0-8-0, 8 149010-8-0 Max Horz 2=-81(LC 13) Max Uplift2= 371(LG 8), 8=-371(L(, 9) FORCES. (1b) - Max. Comp./Max. Teri. - All forces 250 (1b) or less except when shown - TOP CHORD 2-3=-296911780, 3-4=-272011661, 4-5=-2545l1628, 5-6=-254511628, 6-7=-272011661, 7-8=-2969( 1780 BOT CHORD 2- 14=-1501l2670, 13-14.=11'13/2206, 13-15=-1113/2206, 15-16=-1 13/2206, 12-16v-111312206, 12-17=-111612206, 17-18=-111612206, 11-18=-1116i2206, 10-11=-1'11612206,8-10=-1511t 670 WEBS 3-14=-32W389, 4-14=-263f537, 4-12= 220/581, 5- 12=-399/339, 6-12 = 220/581 6-10=- 2631537, 7-10= 3281389 NOTES- (8) 1) Unbalanced rant Live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140rnph (3-socond gust) Vasd=108mph; TCDL=4.2pst, BCC)L-3.Opsf; h=l5tt; Cat. !I, Exp G, Encl., GCpi=0.181 MW FRS (envelope) and C-C Exterior(2) zone;G-C toe rnernbers and forcers & MW FRS tot reactions shown; Lumber DOL --1.60 plate drip DCO=1.60 3) Provide adequate drainage to prevent water banding. 4) This truss has been designed for a 10,0 psf bottorn chord live load nonconcurrent with any other live loads. 5) ` This miss 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 either members, with BCDL = 1 O.Opst, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 371 lb uplift at {pint 2 and 371 10 uplift at hint 6. 7) "Serif( -rigid pitcltbteaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component tot any particular building is the responsibility of the building designer per ANSI TPi 1 as referenced by the building code-" i WARNING Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCEPAGEMU-7473 rev t0.+ff3,2015 BEFORE USE tk uttn V,IW3 i a tac -illy wilt, t-r, Ihis, roo,jn i rinir"Wi.iII'll * 'l rx rd. ru 1 t tGtrv:,v lust ,n NA",(,< ;nusi nivthe :)t4li ,z. Aity`f t st<tEr I<:x rat Last#ru 1x rP{in(g-it" thn f*>hinu1 it ,.,,,v t1I Nl' t vlif lint} .f t,iq}rt. tk X ktti to ft:•ti .f 1, h Ix, v, rrl t rt::kit r l =I ¢7c9kw :rt }i h na ta. t, m, lhv , h«f l t,«mt x•rs rHy- (i=f AtR ,p elf trn,rwv t, cxr i 4 m>.tn,"ni to x,tnu " I s r. i< 1r ai : I i et xt aRFv aI 3 t t r .v nt ti aF<a with E s,dti 4 tc =,vti =a g tt tt34 I>rq s-t, itnn xt, to; «t'a7e-t( r7ui f.xx <' ,"tt<zlSin{1 the tat sI, .14k,n, sk,Io3E , .ia li,, v {. < w, 1i nr ,7rxl 1 ), 111"i of tr.tuts=aril h-t,,t-ysk;rm s-ANSI/TPII Quality Criteria, DS8-89 and SCSI Wilding Component 6904 Parke East Bfvd Safety Information a. nhabEza to dh Inns Plata le t,6tule., .,lie ri (+se Sh, a:L S.tite s l2 Fll, •son sn t_ VA 27314. Ta, I,,, FL 33610 Job TrUSS Trus& Type WP0247 T10 Hip BiOdeIs FtrstSowce Titnion Plant City. Honda 33566 5914 11-0-0 16 8-0 5-914 5-2-2 5-8-0 5x6 — 5. 00 -T2 3x4 5 oly Ply T1227C043 Job Reference (optional) 7 640 s Aug 16 2017 M,Tek lrdustniis Irc Mon Oct 16 14 45 '36 2017 Page I ID,( b0YL3Jo1CV1U1 FqSJd63xyp(IA?-XBsFd68OFii)Fn(TniAzVbzln)rKK95oNpFaXEvDwgvSpwj 22- 4-0 28.0-0 33-2-2 39-0-0 410-0-Q 5- 8-0 5-8-0 5-2.2 5-9-14 1-0-6 IXG = 3x4 6 7 5X6 Scale = 1 6&6 3, A6 16 — — I- 12 JXn -I' Lx6 WB — 3X8 9- 14 - 11 0-0 9- 14 5-2-2 2 LOADING ( psl) SPACING- 2-0-0 TOLL 20.0 Plate Grip IDOL 1,25 TGDL 70 Lumber COL 125 BOLL 0.0 Rep Stress incr YES BC, IX 10,0 Code FBC2014fTP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 'Except' 13- 15:2x4 SP No,2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SXG W8 19- 6-0 28-0-0 133 0-0 8. 6-0 3 0,0-2-41.[10:0-3-0,0-1-8] CSI. DEFL, in (Ioc) /dell Ud PLATES GRIP TC 0,68 Vetl(LL) -0,32 2.16 >999 240 MT20 244/190 BC 091 Vetl(TI-) -0,88 2 16 >521 160 WEI 0,71 Horz(-rL) 0.20 10 n/a n/a Matrix) Weight: 190 ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins, ROT CHORD Rigid ceiling directly applied or 4-9-4 oc bracing. REACTIONS. ( lb/size) 2=1490/0-8-0, 10=1490/0-8-0 Max Horz2=70(LC 12) Max Upil'12=-391 (I-C 8), 1 O=-391 (LC 9) FORCES, (( b) - Max. Comp,/Max. Ten, - All forces 250 (ib) or less except when shown - TOP CHORD 2 3=-2982/1802,3-4=-2659/1565,4-5=-2422/1508,5-6=-2926/1793,6-7-2926/17,93, 7- 8=-2422/1508,8-9=-2659/15C)5,9-10=-29821802 BOT CHORD 2-16=-1531/2690,15-16--1509/2883, 14-15=-150912883,13-14=-151112883, 12- 13=-1511/2883,10-12=-1544/2690 WEBS 3-16=-327/379,4-16=-353/735, 5-16=-703/396,7-12=-703/396, 8-12=-353/735, 9- 12=327/378 NOTES- ( 8) 1) Unbalanced root live loads have been considered for this design, 2) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=106n-ph; JCDL=4-2psf, BGDL-3.0psf; h=15tt; Cat, It: Exp C; Enc(_ GCpi=0,181 MWFRS ( envelope) and C-C Exterior(2) zone,G-G for mernbets and forces & MWFRS for teactions shown, Lumber DDL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water podding. 4) This truss has been designed for a 10,0 psi bottom chord live load nonce nourrent 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 whore a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other rnernbers. 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 391 In uplift at joint 2 and 391 lb uplift at joint 10, 7) " Semi -rigid pirchti(eaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) " This inanufactuted product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI T PI I is referenced by the building code," AJ, WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev. 101031201S BEFORE USE. qy) n voli'l f'A cts< tits i,Alh hall I orid K 1., a, imfivrju< it tkakfilig .snit n tit. 1-1 o lli,a t,sillilq? I,nnwl mml "('14y 11i" ilj 4l"IHIry '44vvj,, lxrl in t<Is it, I in, -q'wn, iiq- lli,-will n, llwoyl, I, 1,tho. 10,1 tirlt,iiily on I" t ,, r",nl (:"Il llw With I Vr ^a 'n, 11 It'll it y iwi [vr l IV Vill Vrl,ik;ov, l sIca, ry% on,j twl,hij, of Inl,,,%o,, ind tlu,. sy4terttc, woANSUTfill Quality Criteria, DSB-89 and SCSI Building Component Safety Information, IvOiVff 4, trEai, lens ?lil N, I'V, 1,,'irli, 217, /13i,xoi,inI, VA MiTek' 6904 Parke List Blvd Tiniria I'L 3W01 Job Tiuss Tru'; Type city Ply WP0247 I'll Nip 1 1 Joh Reference (optional) B.'Idefs I-"IsI'S'wco Tampa Plant Cay Ronda 33566 7 (34(1 s Augj 16 2017 M,T,,k tnd,,sim, Inc ivv,n ()o 16 14 45 37 2017 Page I ID,rbOYL3J,,)ICV1U1FqSJd63xypdA?-')00(,(IS8r'14Nc,,wclLMXC6C7 NSRZ0k6Gnduem',7ySpwi 1-0-0 4-9-14 9-00 16-0-9 22-11 1 30-0-0 34-2 2 39-0-0 40-0-0 1-0-0 49-14 4 22 7-0-9 6-10-13 7-0-9 42-2 4-9-14 1 0 0 Scale -- 1 6 8 9 5x6 = 3X8 3X6 2YA 5X8 - 500 12 4 5 g a 20 1.4 4 10 3X6 46 is 14 13 12 3X6 Us' 2x4 3X8 M7201-is 5X8 4x6 3 4 9-0-0 16-0-9 22 11,7 30-00 39 0-0 91 -0 0 7-09 70 9 9-0-0 Plate Offset, (X.Y) - f2,0-0-6,Edgej, 14,0 3-0,0-2-41,[8,0 5 12,0-2-81,1110 0-0-6,Edgej LOADING (psf) SPACING- 2-00 CSL DEFL. lo"'.) rdefl Ud PLATES GRIP TCU 20,0 Plate Gill) DOL 1,25 7 C 0,85 Veil(LL) -0,34 14-15 >999 240 MT20 244/190 T,',D[, 70 Lunlher DOL 1,25 BG 099 Vorljl-) -084 14-15 >548 160 MT20f IS 187/143 BGLL 0,0 Rep Stress Incr YES WB 0,75 florz(-Tl-,) 0,23 10 n/a n/a BCDL 10'0 Code F BG20145 P 12007 (Matrix) Weight, 190 1b FT - 20% LUMBER- BRACING - TOP CHORD 2x4 So No,2 'Except' TOPCHORD Structural wood sheathing directly applied 6 8: 2x4 SP No -1 BOT CHORD Rigid ceiling directly applied or 2-'2-0 oG btacing. BOICHORD 20 SP No2 WEBS I Row at midpt 5-17 WEBS 2x4 SP No.3 REACTIONS. (lbysize) 2,-1490/0-8-0, 10-149010-8 0 Max Horz 2=58(1. C 16) Max UplI1112-41 I (L- C 8), 1 O=-41 1 (LC , 9) FORCES. 0b) - Max. Comp./Max, Ten. - All forces 250 (lb) at less except when shown. TOP CHORD 2-3=-3008/ 1786, 3-4=-2802/162B, 4-5,=-2576/15(36,5-6=--3527/2115, 6-7---352712115, 7-8=-3527/2115, 8 9= 2602/1626, 9-1 0'--3009/1787 BOT CHORD 2-17= 1520/ 2707, 16-17=-1867/3526, 15-16=-1867/3526, 14-15=-1867/3526, 13-14=-1307/2555,12- 13--130712555,10 12--1537/2708 WEBS 3 -' , 7= - 181/2 53, 4 -17 -- - 3 58/76 5, 5 -17 =, 1170/634, 5 -15 -- 0/2 61, 7 -14 - - 314 7/34-4, 8-14=-64aill91, 8 12--- 56/353,9-12=-18X254 NOTES- i9b 1) Unbalanced root live loads have been considered for this design. 2) Wind ASG[- 7-1Q Vult=140mph (3 second gust) Vasd=108mph; TGDI-4.2pst; BGD[-3,0psf; h15tl; Cal, 11-1 Exp G, Encl- MWFRS (envelope)and G-C Exterior( 2) zoneIG-C for members and too -,es & MWF-RS for reactions shown; Lumber DOL=l 60 plate Win DOL = 1,60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless athwwise indicated. 5) This tFuss has been designed for a 10,0 pst bottom chord live load nonc.oncurrent with any other five. loads. 6) ' This trUSS has been designed for a live load of 20,Opst an the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any (Aber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable at withstanding 411 Ill uplift at joint 2 and 411 lb uplift at loint 10, 8) "Semi-rigid pitclithteaks with fixed heels" Member end fixity model was used in the analysis and design of this ITLISS, 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI I as referenced by the building code." A!, WARNWO - Verity design parameters and READ NOTES ON THIS AND INCLUDED MMEK REFERANCE PAGE U11-7473 to, 1010312015 BEFORE USE, 0"'ujo V, xi 1"i 1- lily "'Ith no", has ftiis'fown' I, t K l", I,iliv ut. i I , 11t"',I,is a" -n' , 4'.I is 1, '1 Nil In 1(vi, it,, 11 t ,,tfdokl , "1"1 i r rtt, -1 1) tiw' "Y't(m fi<.?'ow uvo' th" -u'l V';Ify tho it I W"ll 4iry I [x 'I -0y 0" -q- A, lhis , 0' , "i', -"n[ It'l t 'Iill'jlnlj fooqN, lcit"IlR iks tge 11, 1, t +1-krhg ''I fl"It"+ ir')i hl""' ,"'t , h 4, 1 -nty A I, $iii,o' A to nil'i g) I f-(m' t, 1"Ok", ol 1-r4i;-1 1('t I it illy ao• i lo ir"""'nt , '41')j M) t-'It 4'e 1 inliny, 11 "1 I'l-1-0y J, At, )Jl114 {pil4xv"' v, ri"I 11- lotli( sl,r rg", 'Aoli""eIy' Pius h,r' ) r" I 1"r ftltr c,i lluw'S }f"i to 4u 'Y"kj-, v-ANSI/TPI) Quality Criteria, DfB•89 and BCS1 Building Component Safety information ar IKA A, ft-in kw, 11, ill, IM100e. 118 III I-, Ski,,0 ,isfo 1 IX N,,x, itOIFI, VA 4 19-1, MiTek 6904 Parke East Brva) Tampa FL 33610 Job Tyris,-, Triiss Type ON Ply T12276045 W f'0247 T12 Nip GIRDER i ryG ', Job f3etgrerr7e tot7Uon9f) BuIdl rs FI[S1Sol&Ce. Tampa glintICay tondu 33566 7.040 s Aug 16 2017 Will, industries Inc Mon Oct 16 14 45 41 2017 Raga 1 fC_rbOYL3JotCVtU1FqSJd63xypdA'-t9f8gpGL3ft4PEt7m2B8HgY67AoT243,IgWc buySpwe 1-0-G 4-2-6 7-0-0 13-3-14 19-6-0 25-8-2 32-0-0 34-9-1.0 39_0 0 40-0-0 1-0-0 4-2-6 2-9-10 6-1 14 6-2-2 6-2-2 6-3-14 2-9-tJ 4-2-6 '1-0-0 Scale = 1:66-5 2x4 5.Q0'. 12 5x6- 3x8 = 3x6 = 3x8 5wt - 4 20 21 5 22 23 8 24 5 26 8 27 28 9 2x4 , 4 of 4 tL 4x6 - 19 29 30 16 i7 31 32 16 '3 34 35 36 1S 14 37 38 73 4xG - 5x8 = 2x4 '.', 5x8 - 2x4 5x8 - 6x8 6x8 s 2- x 14 19-6a 25 8 2 32 0 0 3P-0-0 l- 14 6 2 2 6-2-2 0.3-14 1 0:0 Plate Ottsets (X.Y) [4 0 3 0,0-2 41,[9,0 3-0,0-2 4[ LOADING( psf) SPACING- 2-0-0 Gal. DEFL. 10c) 1/deft Lid PLATES GRIP T> w LL 20_0 Plale, Gnp DOL 1.25 T C 1_00 Vert(LL) -0,49 16 932 240 DIT20 244/1: u10 t GDL 7,0 lore i,,,DOT, 1 25 BC 094 Ved(ii-) 1.14 16 405 180 BCLL 0.0 r'iep Stress Incf NO WB 0_73 Horz'7L) 0,20 11 n/a n/a BCDL 10_0 Gode FK2014JP12007 Matrix) Weight_ 441 lb ET = 2 0 % LUMBER- BRACING - TOP CHORD 2x4 SP No_2 TOP CHORD Structural wood sheathing directly applied - BOT CHORD 2x6 SP No_2 BOT CHORD frigid ceiling directly applied or 9-0-8 oc bracing_ WEBS 2x4 SP No.3 REACTIONS. ( Ib/size) 2=2939/0-8-0, 11=2937/0-8-0 Max Horz2 46([_G 32) Max Upiift2=,982(LC 4), 'i 1 w 961(LG 5) FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6630/2215, 3-4=-6612/2243, 4-20=-620012122, 20-21=-6200/2122, 5-21v-6200/2122, 5- 22=-10523/3589, 22-23=-10523/35814, 6,23=-10523/3589, 6-7=-10523/3539, 7-24=-10523/3589, 24-25=-1052313589, 25-26=-10523/3599, 8-26=-10523/3589, 6-27= 6197/2120, 27-28=-6197/2120, 9-28= 6197/2120, 9-10- 6609/2241, 10-1 1 6627/2213 Bi T CHORD 2-19= 1970/6009. t9 29=-3161(9495, 29- 30= 316119495, 18-30=-3161/9495, 17-18.-3161/9495, 17-31=-3161/9495, 31-32=-3161/9495, 32-33=-3161/9495, 16-33 --3161 /9495, 16-34 - 316019487, 34-35=-3160/9467, 35- 36=-3160/9487, 15-36- 316019487, 14-15=-3160/9487, 14-37=-3160/9487, 37- 38=-316019487, 13-38=316019487, 11-13-1978/6006 WEBS 3-19=-139/263, 4-19=-53111996, 5 19=-366911256, 5- 17=0f527, 5-16=-373/1169, 7-16=-683/426. 6-16=-37611177, B-15-0/527, 8-13= a66311253, 9-13=-529/1994, T 0-13=-140/263 NOTES- (1 1) 1) 2 ply truss to be connected together with 10d (0,131`xX) nails as follows: Top chorus connected as follows: 2x4 - 1 row at 0-7-0 cc_ Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 21 All loads are considered equally applied to ati plies, except it noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated_ 3) Unbalanced roof live loads have been considered for this design 4) Wind: ASC:,E 7- 10, Vuit=140mph (3-second gust) Vasd=108mph; TC.DL=4. 2pst1 RGDL=3.0psf, h=15ft; Cat_ I1; Exp C; End_ G(;pI=0.18; MW FRS (envelope), Lumber DOL=1.60 plate grip D01_=1.60 5) Provide adequate drainage to prevent water pending. 6) This truss has been designed for a 10.0 pst bottom chord live toad nonconcurrent with any ether live loads_ 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fit between the bottom ehord and any other members. 81) Provide mechahlcal connection (by others) of truss to Dearing plate capable of withstanding 982 It) uplift at joint 2 and 981 lb uplift at joint 11. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7479 rev. 1010312015 BEFORE USE I>E si tr; 1 lid tt'I us 14Y Ith, Mdt k` . r o 1 q 1r i, l:, t., 1-1114 ,.1t n t it, Ih< vl l on, $ i., ( I , 3, Il i fh i iu,::11 4+lil fin t 11,1 n"t W91, tfntss snle .Boftt,trar,il,-1'0IAtr;7 .ic u<1r<+lm+st ^ufythn ,"IJ,,')HipY (! i'll I' 11 title rfe•Is an, l ty^`t srl m.^ifun st fill h,tr;E lst ill,,,,,,, ill g hU4-jgm-Ao*Jn,.0 l"tnq lit,)F<tiea {ia t,sfy,>remtl I AI, bt tt; otftxfi4t.fix If fl,tcs :, ^hit,1/or 1,1 it ner ntxnonly.A•t SlE nnsst h>npv,i 7rY x, ilx,tnt<sr <=nt fv x in41 M!Tek n JlwoaKir An df t Iotilily snit twse tit "„ihtl +s wilh1 ,otd rx•ts, esatli , p a y Indt r"i xFi IV,ra"l,"u, fors}es„=,.zl tx}ns :ic,ih n f3txt 111r-> zf +Ik;atk n. -, If, 4) Ind k , Intl .,[ brrs e s .us f hose sysh>. itta, tt ,,ANSUTPI I Quality Criteria, DSO.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information zu, sf 11s1e if' en It, tq,11, lmtihsis:s 7iksN srer_lr sui., uliir zi`t Nexcarh1s Vt'+:?'1.3k4. Tanupn,ri, 33610 Job Truss Tiuss Type WP0247 112 HIP GIRDER Builders ratsomc P Tampa Plant city, Ronda 33966 112276045 7.640 s Aug 16 2017 M. 161, industnes In( Mon Uct In 14 4., 41 2011 r1C 11) rbC)YL-3JolCVILIIFqSJd63)(ypdA?-tgf8gpCL3lt4PEf7tr2(38HqY67Aor243JgWc NOTES- (11) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 202 lb down and 202 In tip at 7-0-0, 105 Ih down and 107 In up at 9-0-12, 105 In down and 107 lb tip at 11 -0- 12, 105 lb down and 107 lb Lip at 13-0-12, 105 lb down and 107 lb LIP at 15-0-12, 105 lb down and 107 In tip it 17-0 12, 105 lb down and 107 lb kip at 19-0-12, 105 lb down and 107 In Lip at 19-11-4, 105 In down and 107 Ib tip at 21-11-4, 105 lb down and 107 In kip at 23 11-4, 105 lb down and 1071b up at 25-11-4, 105 lb down and 107 lb tip at 27-11-4, and 105 lb down and 107 lb Lip at 29 11-4, and 202 In down and 202 lb LIP at 32-0-0 oil for) chord, and 315 In down and 108 In up at 7-0-0, 81 lb down at 9-0- 12, 61 lb down at 11 0-12, 81 lb down at 13-0-12, 81 lb (town at 15-0-12, 81 In (town at 17-0-12, 81 In down at 19-0-12, 81 In (town at 19 11-4, 81 lb down at 21-11-4, 81 lb down at 23-1 *1 -4, 81 lb down at 25-11-4, 81 lb down at 27 1 1-4, and 81 lb down at 29-11-4. and 315 lb down and 108 lb Lip at 31 -11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 1 1) "This manufactured product is designed as an individual building component, The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code," LOAD CASE(S) Standard 1) Dead i, Root Live (balanced): Lumber lncrease=1.25, Plate Inctease=1.25 Uniform Loads (plf) Vert; 1-4=-54, 4-9-54, 9,12=-54, 2-1 1= 20 Concentrated Loads ((b) W:W: 4=-154(B) 6=-105(B) 9=-154(B) 19=-315(B) 5=-105(B) 17=-58(B) 15=-58(B) 8=105(B) 13----315(B) 20=-105(B) 21 =-1(15(B) 22=-105(B) 23=-105(B) 24=-105(13) 25=-105(B) 26=-105(B) 27=-105(B) 28=105(13) 29--58(B) 30=-58(B) 31 =-58(B) 327-58(14) 33--58(B) 34=-58(B) 35=-58(B) 36-58(13) 37=-58(B) 38=-58(B) All, yvARNwa- verity design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE M11-7473 rev. IW31201SBEFORE USE ollry gill i Rill r In its s/aluyal W+,sem,,*, then t'lu"I votily 11-oll'I" A,Mry-(.J(s,(Vl on jwt,lly ill, "Il-tol,. 11'r.44i"int" tho--loll tut otl,(" sIol 10i"',ly, o;, " A'f I 'Ind I+ r1l ,I In 2(,d ANSI/Tiel I Quality Criteria, DSB-89 and BCSI Building Component MiTekNil' 6904 Parke Last Blvd Tampa, FL. 33610 Symbols Numbering System A L General Safety Note PLATE LOCATION AND ORIENTATION 3/' Center Plate or) Jr)lntuniess X, y c f sets ore;ndtcated Dimensiors are it tt-;n-s xteenths Apply plates to both sides rot truss and ; rully ee-mbed I-eeth orientation, lcccte Ifrom outside edge of truss. Thi s syrnbol indicates theI require,-, direction of slots in connector plates a oca ion aits avoiY-a-ure-in—FTiii-e-t-'Zi77,F software or upon request. ie first dlmersicn:s the pic"Te 4 x 4 to Sots Se.' cnnj dimef-s!or is tt,,e length.--,arallel to Tots LATERAL BRACING LOCATION lncj,coted by sympol shown andflor by text in the bracing secton of the OUtrU+ ( jSe, T fir I bracing f; r-rdic cted, indicates location where bearings supports; occur. Icons vary but reaction section indicates joint number where peorinos occur. Min Size shown is for crash or-i y Industry Standards: A S i/TP 11 National Desion, Specificat,--rr for Metc! Plate Co' .nected Wood Truss r-onsTructon DSB-8P Design, Standard for Bracing. B C S Building Componert Safety riformatfon, Guide to Good Pr :dice for Handling. instalkng & Bracing of rVietal Picite Cor,nected Wood Trusses 6-4- 8 1 , J mer,, or)s s,ho-,mn, in flr-ln-sixfeenThs rD,,,ow, rgs -,Of to scale) z T 0 P C H, 0 R DS 7 6 JOINTS ARE GENERALLY NUMBEREDAETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT, CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS, PRODUCT CODE APPROVALS Reports ESR- 1311, ESR-1 352, ESRI 88 E P - 3 Y;0 7, E S R - 2.3 6 2, E S R - 13 i; 7, E S R' - 3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 63 These truss designs rely on lumber values established by others. ci 2012 MiTekCR, All Rights Reserved I iMiTek" r - 7473rev ATekEir gineew-ic Failure to Follow Could Cause Property Damage or Personal Injury AOJ1,0, 1i. ! stap4ity orcc,ng tor 1ru, iern e.g. zllagor,N cl, X-drcorng, is rear"Ired, See BC-sf L. (,i bIocmg rr-,,uSt be jeigrei iDy On erlg-n,-er. 9,;/ it'icis truss spacing, irdiv--Iuc: !:Dlreral broc, es thc-In.selvies inoy require pracng, st',ould pec u. Ne,ier - exceecl the eskgri iocidna and revef 7, sTock materials On nodequateiy Braced trusses 4 Provide copies of this truss design to frie bLAoing 1 designer, erectionsupervisor, Property owner and 01; ot-er infer-aSfed paMes 5, i rnernberS to Lear tightly against eaCr, other, 6 Place plates on each face o, truss at each joint and embed fully. Knots and wove at joint C)Catror-)S are regulated by ANSi/TPI 1 7 Desgir, assu( nes be plolreCffsll front the environment inoCcod, Nith ANSII/TPI I V-ierwise nc* a, froisturs Content ofbum" er sr,a!' not exceed 1,;,% of tn-leof fair-,"'Cafic'n, Y Urieess expre- iynoted, do sign is notapp;iccr ie for use ,ifn fire retaro-ont, treaTed, orgreeni'4uinf,er is tf-,,e IJss t , o brlr Ge-1e-atJroctl1, e is to arnb--r tor deco _,aid - leflecTfor, iote T'voe, Sae-, of ientatlun ones location, indicate'l .are innirnum0ating requiremer) fs 2 lijmner used shall be of the species and size, aril in .co reslpect--, equal tCr cr izerter fror- th,,tt Spec ified. C lfi-ed 3 Topc1r),ofds must be slleafhec or Curlrns provided at spaorig indicated nn design 14, Bottorn ChOrdS require lateral broCing of 10 it. Spacing, or less. if no ceiling is installed, unless otherwise noted. 15 Conre-ations not Shown are the responsibility of others 16 Do not cut or alter truss fylerliiaer or rate mtt),nuF Prior oprro,,'ai of an eirigireer instal' and 100d veirtllcldiv 8 ise of green or tre-oted "Urnber rnaypose unC;CCe0t0t-fle enviror*imerltal, hearth O °efC" mar-ce risks Consult witt-i prq,ec-T engineer before use 19 retie." all poftkDns of fnzs 'Jesign frcnT, Words and oici&uiies) ,efor-- U-- Revie-,,,ng Pictures alone is riot Mfflcrerll 20 Des; gri ANS!/TP! I Quu';to-- rrteiic DEAFM fflU r 56HEDR-E i I i t r n s C fi w U w w w w w w U 5 { I C3 _ C3 j d 7i71 _.. T09 s708 s 1 i CG TTo EJ 3 i 1) R R TO KIt Q. (R . tCA.1ON, FOIE 1 i. HRUFF TO At Dt'+IG cNutNF;.R£D ?RAW NGSFOR P M RMANiNiu 1-__ i f BRACING REQUIRED t ....... _.... _...... ._ __. - } ( 2) ALL iRL'S5E.5 iNGL.LVINI RS5 'E5 UPUfR r J VALLEYRAMA`a'MV5 BE-L`F[iEiYt1DELA:D OR R TR TO D Ai'- V1,05 OR A. TERNATE BRACING REafiRMN35. I l 3) ALL VA! ARE 70 BE 60NVENI]ONALLY 7 — ' - FRhM D B Bv't D£R 1 ; 4-i ALL 7Rll55E5 ARE DE ,6W DI FOR 2` 0.c MP, XIMCAd SPAGdNS UMES 0"HERW6E N07E6- ON TO y # ARYL tit.. RW 7 NOT D @EANREf/Jtv6U F 0 Be OAD i5) 6} 5 42 AR'J55 5 MU`,BE INi7ALLED ALL ROOF 70 Br1 OF I ROOP i RO95 HA%--RS 70 9E 51MP5ON t HTt32b th.3_E55 OT,i;W,SE N2?ED. ALL i FLOOR 1RJ55 MA.%E95 1'0 BE 5iMFE5ON 705 - - - { , ! iHA422 ltt+LE55 07NERWlSE NOTED. 7B. 1 BcAMtNEAO R1 iN - (FOR) 70 BE B;' 3Uis 3ER. r_.,_ _ ,.__-__— -- -- ___ — . _ -- _ SHOP DRAWING APPROVAL i.. - _...... ( ItE LA You', 1' THE `af ','WE FOR FANIEA?Od OF 1 70--- Rifi5E5AP,Y905ALL FRIVa,iARG'F,Tf(FUFA.Of01b7R t i S 1RU55 LA107T5. REVIEW Ate APPROVAL Of, `}Y LAYOUT IA157 T05 E REGzI ED BEFORE ANY9t+..RU55c WL<. B. BJ4... YERi.7 Ak.t BCOTd'Y,LM iD RE ASAMT rFAWY T,,fAT WILL REF, i? T70C... .- - - V tNEXTRA L;, A2o.5TOTO) 7 B f .- - - --. _____ --__ i 7 _J.... jty.rAcl 6:b.cry au rifle a w 4 i 1 I 7 E . LO------- Builders i TO[" FirstSourceT - { Orlando PHONE. 407-051- 2i00 FAX 407-653-7771, TOLI Plant City PHON . "'A.75R- 5g51 FAX E 13. 752 1'32 on D { ; 4 Ashton Woods S j 1 tt j 1827 i3 t 9 5 S-o ILAAPM55 };}151O WPo183 NT 7AIt 8-9- 17 1 Josh City of Sanford Building and Fire Preventiom Product Approval Specification Form Permit # 7 (S, A N IF() R D Project Location Address 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 beutilizedontheconstructionprojectforwhichyouareapplyingforabuildingpermit. 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 ProductApprovalcanbeobtainedatwww.floridabuildinci.ora. 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. June 2014 Applicant's Signature Applicant's Name Please Print) June 2014 4/28(2017 Florida Building Code Online BCIS Home , Log In , User Registration 2 Hot Topics i Submit Surchage i Stats & Facts i Publications FEWC Staff i SCIS Site Map Unks Search d bii Product Approval USER: Public Use, z) r PMMjZ Aporwal L%l2a,, I "W rani Ste, I > Application Detail FL # FL158-R8 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary, Comments Archived Product Manufacturer Address/ Phone/Em a i I Authorized Signature Technical Representative Address/Phone/Finail Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By CAST-CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext 128 cparrino@castcrete.com Craig Parrino cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete,cam Structural Components Products Introduced as a Result of New Technology Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard year ACI 318 2011 ACI 530 2011 Product Approval Method Method I Option A Date Submitted 04/29/2016 littps://www.floridabuiIding.org/pr/Prpppjtl.aspx?param=wGEVXOw,tDqueql`/`2bT71`/`2F192qnRzHNu[cci5pqt,XkU6g%3d BEA 1 4/2812017 Florida Building Code Online Date Validated 05/06/2016 Date Pending FBC Approval Date Approved 05/06/2016 FL # 1 Model, Number or Name 158,1 t High Strength Concrete Lintels Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ. Yes Impact Resistant; N/A Design Pressure; N/A Other: Superimposed loads shall not exceed allowable safe load Description 4, 6, 8, and 12 Inch wide lintels Certification Agency Certificate B_ LIQ_ Quality Assurance Contract Expiration Date 05/21/2017 Installation Instructions FL15e R8 11 NQAjtj&K3,Q),pljf FU5"8 11 NGA 16-0126.03.ndf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: SQ!Jact Ws z : 2601 51mi, r n En2a%L. 4 The State of Florida Is an AA/EEO employer, Qpyrlaht 1007-2013 5Ld1_9U_(9ftft :: EftyAW_z2MM2% :: 9""e1`IWlItX 514t9=JA :: Refund Statement Under Florida law, email addresses are public records, If you do not went your e-mail address released In response to d public records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. It you have any questions, please contact 850,487.1395. *Pursuant to Section 45S.27S(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F,S. most 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, Co determine if you are a licensee under Chapter 455, F,S., please click h9nL. Product Approval Accepts: W] M Fig M Credit Card Sal- tv liUps://Www.floridabuiIditig.org/pr/pr_appjtl,aspx?pararTi=wGEVXQwtDqueqI`/`2bT71*/`2fF192qnRzHNulcqj5MLXkU6 /3d 2(2 MIAMI- MIAMI-DADS cowryHMOPRODUCTCONTROLSECTION DEPARTMENT OF REGULATORY AND ECONODY11C RESOURCES (RER) I t805 SW 26 Street, Room 208 BOARD AND CODE ADKINTSTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NO Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials, The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction Al-IJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade, County Product Control Section (Ili Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted inamier, the ' manufacturer will incur the expense of such testing and the A.HJ may immediately revoke, modify, or suspend the use of such product or material %vithia their jurisdiction, RER reserves the right to revoke this acceptance, if it is determine(( by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code, DESCRIPTION: (Cast -Crete) 411,61' & 1211 High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT. Drawing No, FD4612, titled "Precast and Prestressed Lintel Details", shect I of 1, prepared by Craig Pan-ino, P.E., dated March 24,2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and scaled by Craig Parritio, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision starrip with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section, MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel, shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL ofthis NOA shall be, considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will, occur after the expiration date or if (here has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and reniovat of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed, by the expiration date may be displayed in advertising literature. If any portion, of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire. NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises NOA ti 13-0371.07 and consists of this page, 1, evidence submitted pages Y, 1,, E-2 and FA as well as approval document mentioned above. The submitted documentation was reviewed by Heliny A. Makar, P.E., M.S. I I ) f/-' NOA No. 14-0903.03QM1A0HWDE= _1tdUWY nW Expiration Date: 09/11/2018 Approval Date: tO/09/2014 Page I Cast -Crete USA, Ittes NOTICE OF ACCEPTANCE: EVIDENCE supmrrTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 003-0605.04 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, A E, , dated 14arch 24, 2003 and Dnaving Alo. L 774612, titled Cast -Crete 4 ", 6" & 12 " LintelSqfe Load Tables ", sheets I through 3 ql'3, prepared 4), Craig Parrino, P.E,, dated Xforch 24, 2003, last revision #1 dated April 28, 2003 built drawings sighed and sealed 4), Craig Parrino, P.E. B, TESTS 1. Test report art flexural testing on 4 ", 6" ct, 12 " Precast Concrete Lintels Filled and UqfIlled 11odels, total of (13) concrete lintel specimens, per ASTU E-529- 94, prepared by.4pplied Research Laboratories, Report Na. 30404A, dated 04110103, signed and sealed by Cin-istoplier.4, Hamon, A E. C. CALCULATIONS 1, Calcitlations./or Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, A E., signed and sealed b), Craig Parrino, P.E. 2. Ca1C1f1(1ti011Sfor Cast -OWN lintels, dated 05129103, 140 pages, prepared bJ, Craig Parrino, A E., signed and sealed by Craig Pardno, P.E. D. MATERIAL CERTIFICATION: 1. Quality System kfallualfir Cast -Crete kfachine jlfade Precast Lintels revised on iWaY 1, 2002. 2. Cast -Crete Quality, ,,stem klanuolfior Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drmving No. FD4612, titled "Precast and Prestressed Lintel Details", sheet / 0j* prepared by Craig Parrino, PX, dated klarch 24, 2003 and Draiving No. LT4612, titled Cast - Crete 4 ", 6" & 12 " LinfelSofie Load Tables". sheets I through 3 of 3. prepared 41, Craig Parrino, P, E., dated Harch 24, 2003, lost revision dated March 11, 2008, B. TESTS 1, None, C. CALCULATIONS None, D. QUALITY ASSURANCE L BY jkliand-Dade County Building Code Compliance Qffice. E. MATERIAL CERTIFICATIONS 1, Notre. Product Coo(rol Unit Sopervisor NOA No. 14-0903,03 Expiratiott Date- 091t 1/2018 Approva( Date: 10/09/2014 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDEN!gE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1, Drawing iVo. FD4612, titled "Precast mid Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P. E., dated March 24,2003 and Dralving No. LT4612, titled "Caw -Crete 4", 6" & 12 " Lintel Sql Load Tables", sheets i through 3 o0, prepared by Craig Parrino, P. E, dated illfarch 24, 2003, last revision dated AIarch 11, 2008, (it/ signed and sealed by Craig Parrino, P, F, on il,larch 22, 2012. B. TESTS 1. None, C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By iVicuni-Dade Comity Department of Permitting, Environment, and Regulatotyi(fctirs. E. MATERIAL CERTIFICATIONS 1. None, F. OTHER 1. Letter fi-om Geist -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL H 13-0321,07 A. DRAWINGS 1. Alone. 13. TESTS 1. None. C. CALCULATIONS 1. IN10110. D. QUALITY ASSURANCE 1. Ry Xtimni-Dade County Department of Regulator), ond Economic Resources (RFR). E. MATERIAL CERTIFICATIONS 1. None, NOA No, 14-0903.03 Expiration Date: 09/11/2018 Approval Date: (0/09/2014 E - 2 Cast -Crete USA, Inc. No'rtu, OF ACCEPTANCE: EVIDENCE SUBMITTED 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing jN/b, FD4612, titled "Precast card Prestressed Lintel Details ",.sheet I a 1, prepared by Craig Parrino, P. E,, dated kfarch 24, 2003 and Drawing Aro. f,T,1612, filled "Cast -Crete 4 ", 6" & 12 " Lintel Sqfe Load Tables" sheets I through 3 of 3, prepared by Craig Parrino, AR, dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E,, on August 19, 2014. B. TESTS 1. Alone, C. CALCULATIONS J, Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, preparedky Craig Pcirrino, P.E., signed and sealed 41' Craig Parrino, P.E. A QUALITY ASSURANCE 1. By Aliami-Dade Count), Department qfRegulaton, and Economic Resources (RER). E. MATERIAL CERTIFICATIONS L None. F. OTHER 1. Letter front Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed kv Craig Parrino, P. E., cerfffi)ing compliance with the Florida Building Code, 201 Edition, Nett 11.L' M.S. Product Control Utd(Stipervisor NOA No. 14-0903.03 E.xplratfou Date: 09/11/20(8 Approval Date- 10/09/2014 NIGH STRENGTH PRECAST AND sn auPs.. TYPPRESTRESSEDCONCRETELINTELSA, 71RTYPE "A" S'JICALTrrcA>_ a• oP sf Le#cTro TiTili SPAC C" SPACt " 4" A" 80TT4b1 f2 PA j„bsi -L WTEt 11*"S1c? i:f 2' ILI= nn 1LI WTf1 6" PAEf.,,,,;T 11NT E A' Sdro (bli[i 12" PRECAST LINTEL RE 14FORCING CAGE FA6RiCAT10N tiOD t. 3 A 1 a wYcrA,a 3StE-8-A i xi 2 31'I •" f seams i 1fJ2' 1..1 dIIVM t/)Y W Aa'A w Il4YI AW 31AS5n3 wof. 1 3 to 1 ti 1b 71 e3A' ) 5c d34' ?le A'" S'Ol"-` 't b• PB£ p i iMTEt 12' MtfcaT wl 1' &} 55 U-xsul£t tY tR£GASI y'${jjG SCUD LINTEL DAIA,i TABLE 12" PRECAST U-LINTEL DATA TABLE nes nroaacuxt oNv2mum % ftonxo fob aAoavc+ AaG2DYY n a tn(tiC1£0 ei cetlAKtl[i , A C'#m 5£ A£aADWe£e W e131'RGtItEe Uii.4titj 3tEtx i£M42H i1Z[ 71 A D Ma MMG1R IIi£ PRiPt Ygiiu co."0 i CAEI_cwt tw. ll4. b' -' eAb) 3b3 i 3 '-tEr 12 30-2' 1 N A 4 3'-11 A- e.e4b 1 A 32 L A' 4 4 _ ( 2) ., is,33 - - N A 2 32 sAe - A. 4E ERAL NQiES: 3 A£eAR 6'-b' - "70 c-10 7 32 3 4 cl. Y-A' @ S aS - - e J 3£ w 1 - 2- , 3 .8 f/,M12 YS AYDI A514t /7. 34. !"a N' 1kMe w SIiY/Ap 3llikellk 4 ,Wa fi P44i w9{t3 . Pe fbt R • wf i = 93-lifiT. yl 2 . b ACAPt M AeIY A»f 2 / 3 -3 i -b' 9 1. 3 4ce t0..te +> l54Ai4`i.'!fe'- " 2, eeaC4E1f ihGteAilt fe n 60e0 >tt fCi wA a #bill AND ti AN4f S N.o14 let #fX MU}I#A 9E 9A2iti If AtE f{.Aift9 SlsetMb f— 1ALX EMe !u AB AtNN'bAi9e9 CAGft feR f](411Jit - Ne. tl 1C-b' 1 -3' rubes IV—, r. « lIOP aL Ew , iM u.Xitii AMbPR . +, ilNJl 'AR uwF4RCflei G9K FMIlA1tA11011 MCefl. 49916fi-4 e.f f - 1 -b }1 -D 3-. 3 b, fbSteY snm HCLLA et eit bi'3 aw WN 10 u f1t6N leSxl Gie3 2 SSttleat Ee01 i.1cN vlD 1T-e` ;A 23 3 Jaw 12-4 3k 0 i) 3"-e b OM 14Ne Ntlf 1N{SG3.Af1£A 31AI2NW feD1i fpp16t2 13'N« ti 73-e e-0. b 6" PRECAST U—LINTEL DATA TABLE 1 "a A131 u a 1I -b w b 44jfyeAlm,'iilimf '34Ri Cay L c ram. 17-d atc2 yc(j PAtool. >rt_ 3fNCIN t - P.ms s lira r-a 3 s s-o (*i T-c' oou te403 A£.34A T-w' 132AtA I 3'-2' NA I4 r_1-.• ' ' 'i I fitN I f -c NA 1 4 Y SASl A-w' T u AAA s'-2 A ,! y 3- 1 a m +xA 32" PRECAST W1 2• RECESS DQQR U-LINTEL 4AT 3, pgtaiii} Cf g1;YiSti#) 1', LLr c'- a }3 34 _ n • o, di tiVti 4 it b Y , f A[eAA 2'-C A'-Y T-Y OA47 1p N Ntftitt. 4•-A' / 32 f11A P-e' N A A • Mtrotiaa 4 ' 3. 4 AR. -ie v`a T /qOF eJ ^S w Ir-N 'Ynn'{ ir'uTi{.1 lT. N- 11 ({ 1Y I 31IW-X— on PAR} 1 _ 4.f,,;; tt4 1.'i4DR 579 -4t -A s'-o c ,f .,' IpAlAaia, SEFFNER R „ 84-04T-e e-e -4 eoe3 » 12'-o c r4g2jt . tied' FL. RE, LiC.NO, 447 56 M PRECAST AND PRESTRESSED LINTEL DETAILS y. f,. ta£ xua: el3icl-94 3v: tuA ,wirr srx. a sra 6A1[: 3f2e/W £Ni£xEe 91: £FIJ6 2AtA20, yA 3A1'!ie4: wtt12 #HQ: 1 OF 1 EFAL NOTES 1) 1fat4rfds: 1*. jr p'—st GW - Sam 0 f% v & 123=1 km - 6wo f, ql.A = cl, AUS tad. 60 414 C210 b" Ma5 7) AM m1* loW Wb=W oa nf,*w 4 iACh W&A31 bftran. LWA" Ea. Wd, f. W.1 ya WA, VZA w4 12;W mat b. = 0 bmm q kvh4ivK46Ir3) P- k. W -4. W -0 A4W *A 4) R. m~ 10 pvAft3ft Ucd. U. p,-,A n*,Z. to 9-.0 40 FW asd ibt 17'-4' t;," 12F24-20 ul. to* .,A 142apq 1/ 149 ftdvd" 4 IM (8 Q28 A=L; l -,;V Yll' fM*V_imbr- 4_ h . —d Viso deom Leaded 1. —" CA— U. ;1*4k wom s7f1604al os 4,1 St.. faw wa.4 . .4.74.4. 7) 4- a.W WO 1. b. iW.W &W4i" W-A.1 .4 ar d— _, W k 9) twsd-/ . 0= Pt th. t 9) N O*W ' vwW. on S-k )ow tlL by AV4=jok ma* ,t od 0*w ot $-tq fw, Ow 10) M. A. - Not RaMt 11) Sod- fWJ .4*4 tebc t. IM1*.W *t U. WA— d th. %,tW -A), TYPE DE20ATION 121`16- 213/2T fM AM 12' WWnkL WTH 12) V & 12- d Vw .4. u oa 13) lu de- sf_ .1 W- .0Z, i W_ —W 1 A.. q*4a4 i, -da .nth ASTU 14) LW,& bWa-4— W.6 0-14 b Appal rxIkd b.4 + opwd U'R.Aw waa !A sch -1- 9 bw W. hwizow) w" 15" fa ao.fPftk o'ki h.*f. as 0—, a.r s.k wd f— and wm. h*td 16) Fa WU **y 4 W OVM bsa S.0 wad from n d WqW 11.0 st.- 17) Sk b.6 on UWAp." 0-4* wads. 18) Sft bb boW .n dl ca* .1.0fa "t ACI WO ow AD 31& 19) AdOW.1 bg W-.d bt. dt.snkiUbye, i PM=4*UAW 1/2. CLR D 4S8 MEMBER w SEE SAFE LATERAL LOAD TABLES FOR LW PAWi FOR EACH AW= W RENFORCO OAU (RCUU) FIXI COURSE i5 REM FOR E* LWELS 15 REM FOR 12' I.WtS or Gm 6U8 6F8 lul A 6F32 Z 6Fl 2 1 SAFE LOADS FOR 4" SOLID LINTELS 4—+_ GRAVITY 4- 4- UPLIFT LATERALI TYPE TYPE LENGTH 4S8 LENGTH 4S8 4S8 Y-6' (421 PRECAST 1180 3'-6' (42' PRECAST 687 371 4'-C" (48") PRECAST 959 4'-0- (481 PRECAST 597 320 4'-6- (54-) PRECAST 789 14'-6- (54") PRECAST 529 258 PRECAST 460 5'- 10'(7n PRECAST 407 148 V-6- (78- 1 ?RECAST 360 S'-C (78' PRECAST 355 i 18 V-6- (90) PRECAST 260 7'-6- (90') PRECAST280 87 9'-e '1121 PRECAST 156 9'-4- (112') PRECAST 187 55 PRECAST 116 j 152 43 12U 8 12F8 12F12 12F16 ISM T: 4 III 12F28 12F24 12F20 z z 4CR 679 SUFNER IL 33W exA FL P-E- W. NU 44756 bww C". 4" A va. 6F2) CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES- M KWL V4015- 14 mla it jam aft* VA L. tus. 3p3/03 1 CKWO W. CVX PAMM, fl, M RD, 447$61 MMW, 114512 SAFE GRAVITY LOADS FOR 6" PRECAST U- JNTELS 1cwsr-4444 M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6w 98-18 0 2-186l`16-19 IM-1916F24-18 6F"-18 138926F32-18 S- 6- (42 PRECAST2M 2676 5050 6148 3 7227 8297 9357 4'- 0* (48") PRECAST 2025 2313 3892 W50 6148 7227 8297 9357 4'- 6' (54") PRECAST 1654 1887 3633 505fl 6148 7227 8297 9357 V- 10'(70`) PRECAST 1,067 IM 2190 3557 5734 7227 1 8297o, 8225J 6'- 6" (781 PRECAST 949 IM 1831 28M 4328 6737 18297 9357] 7'- 6- (90) PRECAST 779 883 1459 2188 3151 4524 6654 93570, 9'- 4" (I 12n, PRECAST 584 660 1056 1523 2034 2795 3731 5017 10'- 6(1261 PRECAST 5W 566 895 1270 1706 2235 2898 3747 11'- 4-(136') PRECAST 457 513 805 M3 1507 1952 2492 3153 12'- T(144') PRECAST 425 477 744 1342 1377 1769 2238 2808 IX- 4' (160') PRECAST 373#417 646 1195 1170 1485 1852 2285 14'- 0' (1 68 PRECAST 351 392 605 835 1087 1373 170 2087 17'- 4* (2081 PRECAST NA, R, 299 455TW 794 gn 1198 1437 1A NUMBBS IN PWNTHESS ARE PERCENT REDUCTIONS FOR GRADE 40 FRD ADDED REW, SEE GENERAL NOTE W 4 SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATERAL LOADS MR e PRECAST IIJ IMM It SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS 4C~ r+M SAFPLIFE LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U8 6F O5 RCVU TYPE M-11 LENGTH6FF12-IT 6F16-IT 6F20-17 76F24-IT 6M-1f 32_ IT S- f' (421 PRECAST 5,37 1 96 S-6- (42 PRECAST 1412 2074 2715 3355 3997 46.B 5279 4'- Cr (48 PRECAST A-87 787 445 4'-0" (48') PRECAST 1225 18M 2357 2913 29133470 4027 4583 4'-- e (5e) PRECAST 416 609 344 4'-6" (54' PRECAST 1083 1592 2084 2577 3069 3562 4055 5'- 10* (70 PRECAST 300 350 193 5'-10-(70' PRECAST 831 1222 100 1979 2357 2736 3114 6'- 6- (78-) PRECAST 263 496 157 6-6* (73) PRECAST 723 97 m 1437 m 1777 2117 2457 2797 T- 6- (90-) PRECAST 222 367 116 7'-6- (SO-) PRECAST W 86 1 12491,4 15441,1 1940 2135 2431 V- 4- (112 PRECAST 173 352 74 1 9'-4- (112 PRECAST 575 571M 98D 1252M 1492 N 1732 1972 10'- 6- (126) PRECAST 151 51276 58 IT-S`(126 PRECAST 462 787 1121:j 335 IPC! 1551 1,766 I V-4-(1367 PRECAST 139 3F11311 49 11 PRECAST 1474 404 m M 985 1213 1442 1645 12'- 0-(144 PRECAST 131 3277 44 12'-0",144-, PRECAST I454 W() 619 8W, m 1093tv, 1299t 1506M 1601 PRECAST 14'- C-(15n PRECAST 7 Ill 223 t 202 35 32 1 13'-4-(180-j PRECAST 402 3013 516 736 906 l07641247 PRECAST i 368 253 285( 208 475 677p 416 832 585 t q1'45 693803 I7'-4-(208 PRESTRESSED I— N.R. 130 21 SEE GENERAL NOTE 18 05TRMNB' 1) THE NUMBERS IN PARENTHESIS ARE PERCENT REOLDTIONS FOR GRADE 40 FIELD ADDED REM, SEE GFNERAI, NOTE NO. 4 I PA 44 I-$ cbe. CRAMPARUNO Isy SCR 579 70 NAj SEFFNER FL 33564 FL- REM0,44N CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TAE W Wi'7 6nWi-4 Dun BY: Aw t4MW9 i SWL U.S. SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS A— SAFE LOAD - POUNDS PER LINEAR FOOTVallv_ TYPE LENGTHH 1205 12FB-29 tVI2-28 W16-2912F20-20 12i24-29121 201`26-2812FD-1 3'-8" (42 PRECAST 3428 5000 5838 1 7619 9352 11060 12755 14438 4*-0' (4n PRECAST 2923 4232 WS 7619 9352 11060 12755 14438 4'-6* (54") PRECAST 2396 3464 5304 7619 052 11060 12755 14433 5-10"(701 PRECAST 1612 2320 3218 5234 8487 11060 12755 14444 6'-6" (781 PRECAST 1383 1986 2679 4196 6421 10D32 12755 14431 7'-C (901 PRECAST 1138 1628 2131 3218 41576 16756 9763 135 9'-4' (112 PRECAST 795 1216 1535 1 2230 3W 14167 5593 7552 ti 1 10'-6-(1261 ?RER 614 1043 1295 1853 2516 1 3323 4334 5632, 11'-4- (1 36' PRECAST 518 945 1162 1649 2216 2893 3719 474 12'-C'(1441 PRECAST 456 878 1073 1513 2020 2517 3333 4206, 1 X-4- (1601 PRECAST 359 767 926 1294 1709 2186 2743 3409, 14'-G'(1681 PRECAST 321 7700 865 1204 1584 2017 2451 3106, 17'-4* (208" PRECAST NA, 4511, 63100 881 m 1141 1428 17501 2102, 19'-4* (2.32') PRECAST N,R, 3431 925 1152 136(1, 16094 0) THE KMWRS A FARENWERS ARE FERWO WOMM FOR GRADE 40 MD AWa) REWe SEE OEXEM WTE M 4 SAFE GRAVITY LOADS FOR 12" PRECAST W/ 2" RECESS DOOR U-LINTELS 1) 7K MAWJ5 IN PAREgRiEZ ARE FMW REXCV& MR G$ff 40 FLED AWED REM, $a GENEW WfE fa 4 SAFE LATERAL LOADS FOR Ir PRECAST wl r RECESS DOOR U-UNTELS 4'-4- (52-) PRECAST 4'-6- (54") PRECAST 5'-8_ (631 PRECAST 5!-10-(701 PRECAST C-C (ODI PRECAST V-6' (90") PRECAST 9'-8' GIST) PRECAST I SEE GENERAL NOTES - SHEET I Of 3 MEMBER of PLF SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS twar-tom w v SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE12M-21 12F 1 2_2T IN16-2112FW-21TITFP-ITM9-2f 12F32-2T S-6- (42-) PRECAST 2752 4287 5613 6933 8264 19589 10915 4'-D* (4e) PRECAST 2389 3721 4872 6023 W4W4 8325 9477 4'-6* (54 PRECAST 2113 3291 4310 W3 347 7365 8384 1 5'-W(70 PRECAST 162.3 2527m, 3310 1 4092 7 4875 5658875 6441 6,-6, (781 PRECAST 1444 2269,4 29721 3675 4378 5081 5784 7'-6* (W) PRECAST 1267,11767 Mm 124Ll 3806 1 4417, 5028, 9'- 4' (1121 PRECAST 1028, 1171,, 2006, 2590 7 3583, 4079, 10'-6'(12b') PRECAST 920 , 947 2281, 2754J 3209. 3653(A 11'-4- (136 PRECAST 858, 829 1404M 19821A 2441j 2902., 3364 12'-G-(14e) PRECAST 814 , 753 12619 1788, 2207 2fi1fi, 3032, 13'-4%160') PRECAST 678 , 633 1057 1485M 1826v2169M 2513 14'- V(158' PRECAS 1,586 M m 1365 4' 1679 99 19939 2309 IT- 4*(2081 PRECAST 434 427 1974 695964M 1182 11402, 1623, 19'- 4-(2321 PRECAST 356, 370 593 fq 81 7 4 1002 1187,1 1372 it) uk mxmxb in twwouits An fteaw sumpom FOR CRAX 40 MD AWED RE&%k SEE OE) M ME )a 4 SAFE UPLIFT LOADS FOR 12" PRECAST wl 2" RECESS DOOR U-LINTELS I 4DWT%0w= I SAFE LOAD - POUNDS PER LINEAR FOOT I LENGTH 4'- 4* (521 PRECAST 4'- 6- (54' PRECAST V- 8- (68-) PRECAST 5'- 10-(70) PRECAST 6'-$' ( 80' PRECAST 7'- 6* (901 PRECAST VrB- ( 1161 PRECAST IAWMA PAW006 ARE PEWEW REMC=6 MR 40 MD AM Wakk SEE OEW,'K WK 90. 4 447 14 Cold. E F CRAWAMWO f R 6324 CR 579 StPMR. Ak 33564 FL. F'Euc'wo' julm CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES ra sm"O -14 j mm W: xw maw t SCALL X.TS. I M1AMl1.DZAD;E NIIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT Ott REGULATORY AND ECONOMIC RESOURCES (RER) t 1,805 SW 26 Street, Room 209 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33 t75-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miam1dade.govteconamy Cast -Crete TJSA, Tue. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations gMernillg'tht use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shalt not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code, DESCRIPTION: "Cast -Crete" 8 Inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through, 3 of 3, prepared by Craig Parrino, P.E., dated June 7,1996, last revision dated June 12, 2014, signed and seated by Craig Parrino, P.E., on August 19, 2014, bearing the Miami-Dado County Product Control Renewal stamp with, the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING. Large and Small Missile Impact Resistant LABELING: Each, lintel shall bear a permanent label with the manufacturees name or logo and the Miami -Dade County logo, RENEWAL of this NOA shalt be considered after a renewal application has been filed and there has been no change in the, applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur'after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shalt automatically terminate this NOA. Failure to comply with any section of this NOA shalt be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration (late may be displayed in advertising literature. If any portion of the NOA is displayed, then it shalt be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA H 14-0903.02 and consists of this page 1, evidence submitted pages F-I, E-2, E-3, E-4, & E-5 as well as approval document mentioned above. The submitted documentation was reviewed by IT Imy A. Makar, P.E., M.S. Iffmi! UNTYM R -2 W, NOA No, 16-0126.03 12 Expiration Date: 05121/2017 Approval Date: 04128/2016 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast: Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.R., dated 06107196, revision 91 dated 11108196, sheet I of 1, and Drawing No, LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P. K, dated 0610 719 7, revision 9-4 dated 04128198, sheet 1, of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTM E -529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Hamon, P.E. C.. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, AR., signed and sealed by Craig Parrino, P. E. z Calculations for Cast -Crete 8-inch Lintels. dated 11111196,45 pages, prepared by Craig Parrino, P.R., signed and sealed by Craig Parrino, P. E. D. MATERIAL CERTIFICATIONS 1. Mill Certtfied Inspection Report Silo #4 dated April 1996for cement by Southdown Brooksville Cement Laboratory, z Mill Certified Inspection Report #20-82 75 dated 06120195for pre -stressing strand by The Crispin Company. 3. Mill Cot -lifted Inspection Report #20-8345 dated 11113195for pre -stressing strand by The Crispin Company, 4. Mill Certified Inspection Report #2111-078240 dated 04125196for 43 rebar by Ameristeel. 5. Mill Certified Inspection Report 484-M19614 dated 02129196for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report 458-A66332 dated 01128196for #4 rebar by Birmingham Steel Corp, 7. Mill Certified Inspection Report 484-M20749 dated 04105196for 45 rebar by Birmingham Steel Corp. 8. Mill Certfed Inspection Report #84-A119805 dated 03106196for 44 rebar by BirtninghamStect Corp. 9. ) Will Certified Inspection Report #84-M21208 dated 04121196for 94 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04103196for #5 rebar by Birmingham Steel Corp. 4 it A. Makar, P.E., M.S. Pro4duconi trot Section Supervisor NOA No. 16-0126.03 Expiration Date. 05/21/2017 Approval Date: 04/28/2016 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report H84-M20749 dated 04105196for #5 rebar by Birmingham Steel Corp, 12. Quality Control Alanual for Cast -Crete Machine Made Precast Lintels dated 05114196 13. Quality Control Manual far Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #41-0209.03 A. DRAWINGS 1. , None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS, 1. Drawing No, FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheet I qj*j, prepared by Craig Parrino, P.E., dated June 7, 1996, revision ff2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", sheets I & 2 of 2, prepared by Craig Parrino, P. E., dated June 7, 1996, revision AS dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on, exural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P. K, signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION. 1. Quality Vstem Manual for Cast -Crete Machine A,14de Precast Lintels revised on May 01, 2002. z Cast -Crete Quality System Manual for Pre -stressed Products dated 2002, Maker, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL, #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P. R, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1, By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTIIE R 1. Letterftorn Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P. E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # It -0 121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BAFC). E. MATERIAL CERTIFICATION 1. None, F. OTHER 1. LetterfromCast-Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2007 Edition. A. Makar, P.E., M.S. Product Control Section Supervisor NOA No, 16-0126.03 1, 4pira(lon Date: 05/2I/2017 Approval Date; 04/2812016 R- 3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details"' sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on JVarch 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1, None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 014-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P. E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Ftrength Precast and Pro -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. - QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources (R,],,'R). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letterfi-ont Cast -Crete USA, Inc, dated August 19, 2014, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2014 Edition. He A4ikar, FIX, M.S. Product Couteol Section Supervisor NOA No, 16-0126.03 Expiration Date: 05t21/2017 Approval Date: 04/2812016 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1, Letter from Cast -Crete U&I, Inc., dated January 13, 2016, signed and scaled by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 116if& Makar, PX, M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date. 04128/2016 E-5 AST' jq"" HIGH STRENGTH PRECAST AND l PRESTRESSED CONCRETE LINTELS Pstoouc'R:TNTWED as mnmlfimisilh!h. Flom$ L"A" STIRRUPS BAR f'' 1RUPS B LINTELS STIR UP D£TAIL S wary Mss 7/32"0 MR STIRRUPS TpE "9" STIRRUPS rn STIRRl1P ti£TA31-S sate. M.3S CTy£ i2 1 BPACt!'o N 1;t O,j3; 1-3 BAR ti^f A 0 3-0" 1 f 18-.{ 0.1 b 13 1-3 2 fO-2 l9 ;'^2 H 23'-t" 4.1b4 b7 7 H2 30 7J32 8AR 21'-Y' a O S'-f 3/4` 10 2i'^0" fl:20O b11 7 3 6; 7J82 BAR 27'-10' b O 3'-10 3/f 10 2;'-D" Q.245 BM 32 8M tb- AiA2 8AR 23'-W b A A'-3 118' 1 10 8" PRECAST Wf 2" RECESS DOOR U-LIN?EL DATA TAME a R vet x+7 2'-8" 4'-4' 3'-0 i- Y-0• 3^4 0.03b U6 jb AEBAR 7 3Y BAR a'-b- N A ; 0.037 1 RE8 3-10 N A A b'-O' -f• !'-+" 9,9to G.3 ; T N A 5 1 _ MEAt3£R OF 1- „M..t as AHa. W(Tti wE -.- L1MRtR is 'railcuu c«nxfEPA11winsYM#T ^i m'atFo8tta4A:`L$Rt A i 017 m •A• arsfrwa rot •r snay.t Tnrx AT EPPf T T Tf Tf pRF3 ^ Fi AFWLORG: G CACr FARR2fA7tflM y1*Ta'i PJ ELF ST U—LINTEL DATA TAM TzlftL V0 BHT i 1 SA fc 3'- 6 1 0.432 12s 3 u - 3'-3' 32 fA1S. a•M`• A A 4 9" 0,037REW-1f 7 OAR 3"-8" N A 4 i'- b" 0 1 1b2 3AEUR4^5 32 HA ;-2" H A 8 ^ i 0.949 OAR 4f 0 2 b b` • Otf s ; REBAR 8-3' 7 32 fD,A.' b'-2' A. 8 RCBAR T-Y 7 32 bAf Y-1" H b f'-;° OAbB 335 4 f - M R 9b REBAR 11 ^3" RCBAii 11=0" 3-0 A T - 0" 0,110 BEOAR 11 -11 3 BERAR ! 1 -b 3 -0 8 0. 123 480 D R68AR 1 -a" S RFfAR 13'- b B 1;- 0, jZp W4 3 R£BAR s -f i s RE'fAR 13 -a B TOM PROFFOAf7 04FOVAATON 15 PRO'+A1ER FOR 1Ma1HNCT AP -"At. 11 13 P491Ey^,{ H RY OW.MCNT LWS AHO CAHM91 RE BEPROJHi'ko ON 0OMI NE0 THONT THE PR/0B "TUN co4ul1 0P or-C%3E NSA, tMC. RM 1, KW4*WtM S#£L• 7/32 RAR AWN AO'41 A V. 5, WE, TBE MAt NLWEA OF SUAAWS AND js REM 9RAOE SH ASTa Atli, 7/1s MA atWgo TS COW" STARTRE It" EA" awntf Im. 'ow- C\Tm.t PASS KSSiMD Ew OF TiK #Mf98C#MG OAOC: i" E wou s" A9 ASTV "m f9. of S1MVM - A TMU 7NE 2. e9BCRETt stfw m.. fs f00 > 0PS1 FAR b• Wo* CHi9 PAGE MOM b)EWa 2 SNRICPS PRMUSSE 1WU* fR . 4040 ?A tot Au FAN "" E PR£ CAa1 f HEN 1H us, t. 2A PMSHO$ Of POENR MAK EAFRS PCR i 1MtTMt PAESillF54 LANE'E . O.TR R ow, m OF CMEACTC N K omo 21 SHU 9F FOESiRESSC9 UMM XW"SCTMO C1AOE 1, SIMMM PAMUSSCO To REIM UfTMf AIM MAH% FEES V i NS ' FitO1XTCi ttCY13TiU r^ j,/ °s <AfN+1XioA feifh 4se Fk+Ada c3VnJ - o 03.02. L Ik i CRAR2' FARRIMO MCR579 as 4 RIA, Gfi a SEFFN£fl.FL 33W A' t 41dAL;,4AAA FL.P.E,M1 NO,44758 CAST— CRETE 8" LINTEL FABRICATION DETAILS NAMi BY: CRAH fAPR1:D, PS. - AES. R0. 4#7S6 SCAN. TO St12F Como ff2 EAAw P.[. - fE.. Al 44Ya4 Bc. fA fiRt£T 1 >Y W SAFE GRAVITY LOADS FOR S" PRECAST wl 2" RECESS DOOR UTLINTFLS a" PRECAST W I" REE LATERALCELOADS FOR SS DOOR U-LWTELS SAFE UPLIFT LOADS FOR 8" PRECAST wl 2" RECESS DOOR U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFELOAD A- 4" PLF <_srSAFELOAD - POUNDS PER LINEAR FOOT TYPE BRUS LiG TYPEJRCMU8RU6 8RF6TYPEfiRf's-il liffi-Ill W10-111 8RF14-19 knfl- - 18 ARM-!! W25-18 avzo- I wo_21;W,1-21 W111-21 W22-27 BRI'26-211 WJC-21 LENGTH L.ENG_T_H---___ LENGTH 4'-4* ( 52') PRECAST 1635 1749 3M = 0 52-06 4MO 5421 6,193 7557 94—" 1- 4* (521 MOO 758 757 11164 4'-4- (521 PRECAST 160 1 2 m W$ 3751 4445 5140 14591 jjjq- 6639 1 8Mi—obo am 1W I 23W 604 n72 3C% 2939 3751 4445 5140 3W7 4275 4943 e-S' ( 541 PRECAST 1494 im 3m 2"2 66 4945 M4 6%A M-93 4'-6- (5+-) PRECAST 694 693 1073 4'-6' (S4 PRECAST U56 3699506639amL7_ 657 16D4 ZV2 249 3W7 4275 49,13 5-8- ( 681 PRECAST SO m i' m 1716 2277 2839 3402 39FA V-8- ( 681 PRECAST 108 407 5'-e- (66 PRECAST 5 67512 1797 2325 MAL 3382 3911 1107 2481 4567 M 8051N 79t7p W5 120 1797 2326 2854 2iM 1 3911 i 5'-lT(7T) PRECAST sic 059 1653 jw 2124 1 2640 pljj 3174 3700 1 5-10-(7V) PRECAST 382 381 616 V-10-(70 PRECAST 656 01 jL_N __1?4_15p 2 51 a3_9 % _L700 110 2342 4241 8 7402 m Qm 1746 225911 2773 3266 270 V-8- ( 801 PRECAST 797 3120 5048 7747 PRECAST 595 788 464 e-a- (80` PRECAST 570 92900 15301m 190,j 2!L 287144 432911 Sol 1s25 3120 5048 7915 4479 10 570 50-6 1 11080 ISM 742, (* 1354 1980 41 0 2L 1 2429 WS 3329 P 2117 " 1"' 7'-6- ( 901 PRECAST 60 755 14" 2459 3776 5743 1 7z39 sm IT-6- (901 PRECAST 674 363 r - 1,90-) PRECAST 7 55 1"a 2459 3776 743 am lm m 5% m 1264 it M7 2968 465 1 9M IM 9-8- ( liq PRECAST 411 . 2W 3129 4091 3W I 9-V (1 16 PRECAST 370 4190 P I1IS-) PR 2L6 21U 1195 4W2180 Eim 15-_! Ius r63 3129 4150 Tp! Ws ULI THE MJWERS N PARENTHESIS ARE PERCENT fL;VJCTICNS FOR GRADE 40 SEE CMRAL NOTE 18 1) 1W HUM,3ERS N PARENTHESES ARE PERCENT RE=;ONS FOR GRAN 40 FELO AWED REEIAR. SEE GMRAL INCTE NO 4 F1ELD ADDED REBAR. SEE GENERAL NOTE RO, 4 ICE Jmfu&_ 3mU.*.I. 12) two. 0. ;.M mL&. .1 V. & to --dto o T'?[ DESIGNAT ION r. 8' F-9 wei - 4000 pi r. Fw__ 4 Law pd P. f3) lb. w -t- 6'n 0b-d k t- nPfAb .0 , r r - VaEo ACH atop / t - twita lowiry c" is REW AT F g,Wft CF MD. CA)Aff Wo p. 5 A= MIR Gm* 270 1., Ift.W l*J4 . S 14) 1, 4.% looftl iY M, 8F1—IE3/IT 6 2) A U bed LIN. b.v V*;,- 4 ia 1.minia= EEW )10 161d 1. 0 $011. f_i w I," Quom OF Is jr,t*5 sa. Wit. T.W Im M a4 &W z 11 b-" k.0 i. - 11- vo w Wposa. amw t.*h Ad same. d. mw wm w k- my oe MAW WWI AMU A: MF 61/2 is) for AAW "W Am 0-A, ut, W. bol JA_ .4 b"pst k,4m I- 15 MAR Al 3) P," b (d -df bed .4 lAml J-1- 17) S-k kds ore,Wmp.W d.," lxm LK (11, KtiTOPo 4) Tim - t 11 i.W. U. Pr>z.* rededko tot Va. 40 Rod Oda b.. lar) W. *.,h b." . 4..d 6.1p _4 ., Act 530 -4 An N 1/2- CLEAR UUU1, ).W - $ 472 04 tip. _W1to5) AN hle. mAwma J=$J= Fdw kd,or r Adaw W. 0 1.4 b. &4" 4.,,p=ddT_w cxu ewds Code1Ae is ssm IOU1 0 CRM W4 4, 40, 7) 17 & w rt" b. vAsUM fw bo ft fdom Rb lb - biu4wd TT SEE SAFE LAML uais MR Riw- JE REM AT 90TIN DF LIM CAM 111)"101 KEVVFCV 9) T.. 4.4w my -tu -"" Ih 1 u ou td by Lm M EACH ADDMM Was) Aw" -.aw 'a d-." ft- a..V REWORCED CWJ (RCW 3 N16 RX - *aaftdMLCOLAM PRW)CTRrNl3$ SD F-k4ja It) RAU- km addeb t4. to b% -.(-,d d ft bAL- w Li, :Ad 1/2. aR TrJ Rfm Cft MO GRIED We 6-6 44 w R N CRAA PARRINO w4 On s7g SEFFNER FL M84 Alf,plot' ri'" Typr L4 4A Of MIA CAST- CRETE 8" LINTEL FABRICATION DETAILS OR, 'w i mt WX, WAW-i of, Cla StAL lot 10 V_AQ MIAMI- NIUMI-DARE COUNTYEmmPRODUCTCONTROLSECTION DEPARTINIENT OF REGULATORY AND ECONONIIC RESOURCES (RER) 1 t805 SW 26 Street, Room 208 BOARD AND CODE ADMIMSTRATION DIVISION Miami, Florida 33175-2474 T (786) 315.2590 F (786) 3 1.5-2599 NOTICE OF ACCEPTANCE (NOA) iyivw.mlamldade.goyLGcon9(vX Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation, submitted has been reviewed and accepted by Miami -Dade County FX.,R- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AtIJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (hi'Miami Dade County) and/or the A14J (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with, the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD46t2, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parritio, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parritio, P.E., on August 19, 2014, all bearing the Miatni-Dade County Product Control Revision starnp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE, IMPACT RATING- Large and Small Missile Impact Resistant LABELING: Each lintel shalt bear a permanent label with the mattufacturers narne or logo and the Miami -Dade Cott lity logo. RENEWAL ofthis NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal ofNQA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed, by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirely. INSPECTION, A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection it the job site at the request of the Building Official, This NOA revises NOA # 13-0321.07 and consists of this page 1, evidence submitted pages YM, E-2 and F,3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 14-0903.03 OW Expiration Date: 09/11/2018 Approval Date: 10/09/20t,l Page I Cast -Crete USA, Inc. NOTICE OF ACcEP'rANCE: EVIDENCE SUBMITTED I. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL H03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I qj'l, prepared by Craig Parrino, A K, dated 11arch 24, 2003and Dreaving No. LT4612, titled Cast - Crete 4 ", 6" & 12 " Lintel Sqfe Load Tabl", " ' sheets I through 3 of 3, prepared b ", Craig Parrino, P.E., dated kfarch 24, 2003, last revision #1 datedApril 28, 2003 both drawings signed and seated k), Craig Parritio, P. E. B. TESTS 1. Test report onflexUral testing on 4 ", 6" ct- 12 " Precast Concrete Lintels Filled and Unfilled kfodels, total of (13) concrete lintel specimens, per AST11 E-529- 94, prepared by Applied Research Laborotories, Report No. 30404.4, dated 04110103, signed and seated by Christopher A flamon, P. E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P. E., signed and sealed b.)j Craig Parrino, P. E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, A E., signed and seated by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quaiii), System klanuallbr Cast -Crete kfachine illade Precast Lintels revised on &1(tv 2002. 2. Cast - Crete Qualil)"%)steln Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 0 08-0320.09 A. DRAWINGS 1. Di - roving No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of prepared by Craig Parrino, 11,E., dated iWarch 24, 2003 and Drawing No. LT4612, titled Cast -Crete I", 6" & 12 " Lintel Scffe Load Tablas", sheets I through 3 of 3, prepared h.), Craig Parrino, P.E., dated Harch 24, 2003, last revision dated iviarch 11, 2008. B, TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Bv Hiami-Dade Coiwtv Building Code Compliance qffice. E, MATERIAL CERTIFICATIONS 1, None. HWtby A. Maim-, PX., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Me: 10/09/2014 Cast -Crete USA, Inc. NOTICEOF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 0 12-0209.12 A. DRAWINGS 1, Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I 1, prepared by Craig Parrino, P. E_ dated kfarch 24, 2003 and Drawing No, LT4612, titled "Cast -Crete 4", 6" & 12" LlnfelStfe Lood Tables", sheets / through 3 q '3, prepared by Craig Parrino, ,P. h.", dated 11arch 24, 2003, lost revision dated ilfarch 11, 2008, all signed and sealed by Craig Parrino, P. F., oi) A, larch 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. IN10110. D. QUALITY ASSURANCE 1. 8), iWand-Dade County Deparfinew of Permitting, Empiromnow, and Regiflalwyif ,fairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letterfi-om Cast -Crete Corporation, dated Febrway 03, 2012, signed and sealed by Craig Parrino, P. E., cort{fying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL H 13-0321.07 A. DRAWINGS 1. Alone, B. TESTS 1. Ivolle. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Mand-Dade County Deparfinent of Regulatory and Economic Resources (RER), E, MATERIAL CIMI'IFICATIONS I. None. UWny A. tylakar, P.E., era. ProdtfeJ control Unit supervisor NOA No, 14-0903.03 Expiration hate: 09/11/2018 Approval Date: (0/09/2014 E - 2 Cnst-Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing jVo. FD4612, titled "Precast ond Prestressed Lintel Detalls", sheet I of 1, prepared by Craig Parrino, P. E., dated Afarch 24, 2003 and Drawing No, LT,1612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Sqfe Load Fables", sheets I through 3 qf 3, prepared ky Craig Parrino, P. E., dated March 24, 2003, law revision dated June 12, 2014, all signed and scaled by Craig Parrino, P. F, on 1august 19, 2014. B. TESTS 1. Atone. C. CALCULATIONS 1. Calculations.for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared b),Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Aliami-Dade Count), Department of Regulatoij, arid Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated .august 19, 2014, signed and scaled ky Craig Parrino, P.E., cer(ifi,ing compliance with the Florida Building Code, 2014 Edition, 7 Net alcal, P.E" M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Exptration Date: 09/f 1/2018 Approval Date: 1010912014 E - 3 HIGH STRENGTH PRECAST AND TYPE "a" STIRRUP' PRESTRESSED CONCRETE LINTELS TYPE "A" STIRRUPS TYPICALWT4PSTEELGTH SPACti} SP C, A-,C" A" 90t?f?ai S7£EI. LENGTH t l+iTf1,'iNFflRClNG CAGE fABRiCATION MO12F_LfiY & L2" PRECAST L!-TT W MIAV l RffL 12- 12E1^S T Y r£cEsq map ll-1LviE1 S Mtj'y y' 12U km s s/a' s s r 1 sf s!s• 1 d 41'} fa' o f 4' f 1.1 3 4' st s!s' _ b` 1 3 e 1 b bSMii144m T1aYs M.1 iratns T3PC 'A' EStau= tat ff10. 7iaP fynseSOUti.4 arum ampvs Ay { { N# aNR.wiID 1 st€o. A 1i ai Jq[14'110 na a yr w r 4` SDLID tAiTEt E' pCaAST ll-iMT£i 3 1' IY raEeAST ! y Q rx j, 11-11t€lEl 12`Pi Z'- i L_.2FL 4- SOLID UNTEt ims —Mct." psnu r," a pto w€D tax raom++sl ureonu. n DATA TABLE 12- PRECAST_ 11-LINTEL DATA TABLE i r Aclta ar mrlalxpT uws Ate CA%vl e€ uTsoouc€a ae t slus+rtco s3pesw 4. i pa mewpr TfR raw wAmEx ecpsspT usr-cA6E u€A, xlc. 44 s.,,$.. a= Ra I .-a• jY-S b.b37 2Ff 3 XMIAl a'-,e 7 32 w -€ )1!a 1 O r 6,00 4 A ) 2 ad -a S A 4A aqt GENERAL NOTES: 2 a€aAa b'-b B a' D Y-b' aM.c - 7 - 4 a -w 10 a'-2 " A 10 7 $2 aM -0 4 I 1. MIU 7/AS to AStw wo; aa. Al, Apa 0 xw Siapnpp SMEp491f: s Ana 13 pKJf WRCiS . xeax tit r 3 -9 € 4a W Am "I. Z I m w T4UL pVIIK€ W SM I" 1.ibV€ICa AK C M l Vltr 0 S -1 a •,. 43f a -fa t b x, d' Kmt S1a KV^ r. . — t€1 M ALL a o" — 12 pitp I'm E m GA w Utz a 44cw CASE. raa omm -'A W WCN l+wK YAMIaA21ab pwi€ 1f ' a422NIP ii -D f.' € 3 AbiSAST 4aptti-, r.. xaoo nY 1aa slwaWb . A, rpOl 2K a€s+rolu:oea GP€ y fMiop b}EA €f1W K CDJ Mot old p%A w nautl w;sp SMDS : SALLKS flap) Eadil tp0. 13, aA K- si € a Op b A1m i2 plat 4iw(ELS Atlp Y1paAAM fit Soap. 6 PRECAST U-L,NTEL DATA TABLE 74 M51 a xcaa ;f 1T a EaAI x A EIIN 11a 1- 1 ANMM f -1' 0AM Y-b' aosa 1" .MAM X-101 ) %4i 3'-2' b A 4 1 aulo I 17132 a MIA 4•( 1! i 1 -o b S*1t^_ h4_11V. f1S" ' 4-. a 4-fo' 7 2 W 14 A 4 w Pgp1Ji1C`€lti;Vi.S'I;L1 s- A.Ma M NIA 12" PRECAST 'l 2- RECESS DOOR U-LINTEL OAT TABL '+ aaa+,avlrinx +*`fi, ,}w Fsa,iLc 1t s4 A o.4 33 r a r# A <tro1- 14' A a- aorr P-S' 7 31 W 4' N A R 4-a aAa Y 2' A 4 1r l+y{. O •/!''t/i- si '• o 1 • a s-r a 11 s & - ' € 4-/ v+ 1 1-2 a as li A T (/ J I '{/ +? CI I+'II#1 PAffi pAaE R 1 ? [ • 6324 afxl of4 a€ pEfM t7-b 1 -y -O S 8'-a' 9'-a' -4' O.alp CR 5791a+raEPARio'-T b Y-4' -o b I*lr ; Al ni 1 11*JJ1ya FFNELi` R. L 3 5UPSE U ER OF I& 4 PRECAST AND PRESTRESSED DETAILS p{ ! LINTEL F%E WAa': DaSa41-f4 am aF imm Aw" SCAtf: AS W" 1 a .fit,: w'±'"""' + p , Mtt: }Sdia3 CaEi w By MIX raw, ib Nma IWbf2 9lfdtt , M t cEA}ER 3 WiEs 1) Awferida: t'a 4" pncad Eery = 300D Gd qr poi m A eaaz rmnn vxfr ogp be coxnw xaswt7 ands (Cil7!) pv C9D .;U mnarwrt nd ano a ., AW rve sUrngO . 19'J9 psimw+, get AST4 A&t5 G 50Mmor".ar per ASlM CZ7D =Y7e Y w s 2) M mf. bM WV- boW oa 4 iedn —;1o6 aco.inq. Sak woos far Wd type an. 120 .4 12fA mau ha redtraM kq N.4 4 b-i q tAwe 6 17'1 i%ha4. 3) 14sdsk fu1 --w Dad LAM *44 4) tiw rxWin pwetdAasis ieaea`m tie Pantet nAxiia: ix stud: 40 w mdcd nbar. JUM& 17'-C 1L;te fX24-28 wfe pW = 14281rg 14% 14&,* a 9 1428 (,88) 1228 pM 5) AN ta4ds mnt w .used 380 do4ctiea zxtlii GlAd tpp4st. b L/18) lde-r.a, 1hs b lmite4 to m the P.oxroo %ft" Code saak. lw4,11 m k. d) 4w< R,xd Giles m r.".& 7) 4' Mkb 1e bs bsidiW r.J i' &cershA osd 8" 4x+xasf,la wCtd. 8) As lo mofa:Wdrnunf d F4u rsnwt campy snn the Wd Aut"d w 4tnaiwd daa-4a 8) 3t4 otiRw my aedWt CwKtM1lta`44 w84e from Bra $04 bw tadso ty Au V.ftq tka rn i— ns.* mama; LAM A— d 4- .y 1wm N ka o1 " wt 10) R.A.. Abt Roko 11) Satb , fdd cd44d Mba fo be i cakd at tfu b.Vm at ,'te ElAd -04. y r ^ I,r OrisTii i 2F'l6-2E3/2T aleCa fHl r]' rMf9.1 1) 4Ea11Ra Rl[ a' YfllLa n sun i; a pp 3 ut ftX Q) A tfie n' ur A s) 4aaAa8 !nl Y uses r ; eorwu +mroaaars r N3apNA1. vAOT11 12) V ! If tl*;!. an ad rib 5-yr oral -W.- d 1Aa suds 1' aacwaad cte +w," ad r . . LAM VV10t 4 13) 1As s wor Ufa . of W& iastaw i, eaW., s—W masaray + sPaE we o aoa8aq W m— oPFU4 b —d— wSh ASifl C-521 or otW 4W.,d coating 14) Lw.e, kad.d sew%mw.ay w4i1 rsr6aw 4 w vP!!f) wM Awixoatw twtwa3) b >:.=. fusa u» aCQ4 q waD u taae. aq a APPkd . xrlisni bad } Ap*d horj2 " bDd S 1.0 U..uffcd wad sak tasisaafa bW i5) Feu o Pas84 Rafe# Jwlim. rat slant swv -o. ba4 kom rma kw be.* ahmm, 16) Fa ks+' WOM mf O§ ., — ads +%M I— ,W 1".A f.* ,A.- Ir, Sds wade an a%o ttu hods. 18) Sae boft b"W aA esGral deaV anays'w pn AO 530 aM AO 318. 19) AdV-W Msni bad cogarity cwr b. abwa d b) Pc &' w tg P a4 adfdiamS rdrdwsedsoAwei4mutawyurge (Rl:Mttj a..a a akt see slakb De7ar: F m=150Cgsi SEE SAFE LATERAL LW TAKES FOR LIMO RA71NG FOR EACH ADMUK FUti COURSE 1) / 5 RERAdi FOR G' LWTELS 1/ z' C1R TYP 2) 15 R£LAR FOR 12' UNTELS OR40 or GRSO SAFE LOADS FOR 4" SOLID LINTELS A27+ R•T! GRAVITY TYPE LENGTH 4S$ 3'- 6- (42') PRECAST 4'- 0- (48') PRECAST 1 i 84 959 4'- 6' (54' PRECAST 789 j 5'- 10"(701 PRECAST 460 6'- 6" (78' PRECAST 7-- 8" (90-) PRECAST 360 260 i V- 4- (112") PRECAST 156 10'- 6" (126) PRECAST 116 12UB 4- 1-00— UPLIFT LATERAL TYPE- LENGTH 4S8 4S8 3'- 6' (42-) PRECAST 687 371 4'- O' (48 PRECAST 597 320 j 4'-6- (541 PRECAST 529 258 5'- 10"(70" PRECAST 407 148 f 8'- 6' (78 PRECAST 366 118 7'- 6" (901 PRECAST 260 87 9'- 4" (112' PRECAST 87 55 Jj 10 -C (128 i PRECAST 152 43 12F8 12F12 12F16 S i r i 6U8 6F8 6F12 61`16 •i L X. K N 1 3 77 A/ p 5 ' ' Ae • • • J• j • • Yv` 9 'S jJ- A } 12F28 121`24 12F20 3 1 ' ,*, • ERODi1{:i of r.';5773 es i. s Sd b++nAfhc F3uxlcin r '" " D , ST T f • " 84334ing trxi Q,, t++•,.• ,t. 0 .'kA : C ING PARNNO 8 i atmn Lcte 74,- J OR1©,•"t'*. 83E4CRS79 By'J F32 $F28 6F24 6F20 ,`q If FL PEE UC. NQ M. MEMBER of CAST—CRETE 4" 6" & 12" UNTEL SAFE LOAD TABLES uwe. e ,w !A[ WSYc: i'.SSUaS-Bup 14 s144ff% BY: ]OYM .A"W WAtf: R.15. 0A!£: Sf24/03 4RCX£D 9f: CAAa. iXf. fd. - MI >A3. 44754 •>d. ll46;2 itiEf! 1' 3 SAFE GRAVITY LOADS FOR 6" PRECAST U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH m 6F8-IS 16FI2-10 6FI6-10 5F20-19 6F24-18 61`28-18 6F32-18 3'-6- (421 PRECAST 2.132 2676 1 M92 5D50 6148 7227 8297 9357 4'-0" (481 PRECAST 2025 2313 3392 5050 6148 7227 8297 9357 4'-E' (54' PRECAST 1654 1887 303 5050 6148 7227 8297 9357 PRECAST 1067 1260 2198 13557 5734 7227 8297 8225,,, 6*-6' (781 PRECAST 949 1 C78 i 1331 2B50 4328 6737 3297 9357 7'-6- (90') PRECAST 779 883 1459 2188 3151 4524 6654 9357vx 9'-4- (112-) PRECAST 584 W 1056 1523 i 2084 2795 3731 5017 10'-6*(1261 PRECAST 503 i 566 895 1270 17C6 2236 2898 3747 1I'-4- (1,36-) PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-0' (14 4' PRECAST 425 477 744 1042 1377 1769 2238 2808 13--4- (1601 PRECAST 373 417 646 895 j 1170 1485 1852 2285 14'-0' (1681 PRECAST 351 392 605 835 1087 1373 1703 2087 17'-4"1,208PRECAST N.4 299 455 620 794 985 1198 1437 J) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTICNS FOR GRADE 40 FIELD ADDED REM. SEE GENERAL NOTE NO. 4 SAFE LATERAL LOADS FOR 6"PRECAST 114314TELS Ar SAFE LOAD PLF LENGTH TYPE 3'- 6' (421 PRECAST 6U8 I 587 110551 6F8 ' RCMU 596 4'- D' (481 PRECAST 487 787 445 4'- 6' (541 PRECAST 416 609 344 6- 10*(70" PRECAST 300 350 198 6'- 6- (78-) PRECAST 263 496 157 T- 6- (90-) PRECAST 222 367 116 9'- 4- (1121 PRECAST 173 352 74 10'- 6- (12n PRECAST 151 276 58 11-- 4-(10) PRECAST 139 311 49 12'- Cr(1441 PRECAST 131 277 44 PRECAST 117 223 35 1 W- D- (I 6n PRECAST Ill 202 32 17'- 4'(20n PRESTRESSED N.R, 130 21 SEE GENERAL NOTE IB SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE61s-17 012-1116F16-11 6F20-17 6F24-IT 6F28-IT16F32-IT 3'- 6" (421 PRECAST 1412 2074 2715 1356 3997 4638 5279 4'- 0- (48") PRECAST 1225 18M 2357 2913 3470 4027 4583 4'- 6" (541 PRECAST 1033 1592 2084 2577 3D69 3562 4055 6- 10%70^ PRECAST 831 1222 1600 1979 2357 2736 3114 8'- 6' (78' PRECAST 723 1097 1437t,) 1777 2117 2457 2797 7'- 6" (90') PRECAST 648 863t4 12491 1544 1" 1840 tq 2135 to 2431 V4 V-- 4- (1121 PRECAST 575 571V4 900 1252 1492 1732 1972 16- 6'(1261 PRECAST 514 462 787 1121,0 1336, 1551 1766 11'- 4'(136*) PRECAST 474 404 685 985 1213 1442 1645 12'- 0'(144') PRECAST 454 367,3 619 M 1091. 12". 1506 Ij - 4-(160) PRECAST 432 308,m 516 736 J 906 1076 1247 14'- 0- (1 6r PRECAST 17'- 4'(208') PRECAST 368 285 253 1 208 475 338 677 476 832 585 989 1145 6- 93803J) TK WJM8F-RS IN PARENTHESIS ARE PER" REDUCTIONS FOR GRADE 4C FIELD ADDED REM, SEE GENERAL NOTE 90. 4 PA 44 A' uld' W""'s CZ. Pj PARRIND R16324 CH 679 SEE GENERAL NOTES SHEET I OF 3 NAL FNFA FL 33s84 L P.E.tJC n0 447% I DATE I PAL a9vm*N 14/28/03 Azhle& R cr mv-CAST-CRETE 4", 6" 12" LINTEL SAFE LOAD TABLES CoAm 4, KMREMON124/ 03 CRECM Or, COX ?AUN. P.E. - AM $0, 447%1 Imma-ma, L14612 SKIT 2 OF 31 SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 1208 M-2812E12-2012FI6-2812F20-28121`24-28IX26-2812T32-26 S-6- (421 PRECAST 3428 5030 5838 7639 9352 11060 12755 14438 4'-C' (487 PRECAST 2923 4232 58M 7619 9352 11060 12755 14438 4'-6' (54" PRECAST 2396 s 3464 5304 7619 9352 11080 12755 14438 V-10-(7f j PRECAST 1612 2320 3218 523E 8987 11060 12755 1443 6'-5- (781 PRECAST 1383 1986 2679 4196 6421 '1OD32 12-M 144 r-5- (901 PRECAST 1135 1628 2131 3218 j 4675 6756 9763 1352 9'-4- (112' PRECAST 795 1216 1535 2230 13083 4167 5593 7552 10'-6'(126"j PRECAST 3 614 1043 1296 1853 2516 13323 43M 5632 11'-4'(1361 PRECAST 518 945 1162 1649 2216 2893 3719 4746 12,-0,(144-) PRECAST 455 878 1073 1 1513 2020 2617 3333 4206 IS-4-(160'j PRECAST 359 767 926 1294 1709 2188 2743 3409E 14'-0-(1681 PRECAST 321 720 865 1204 1584 2017 2451 3106 17'-4'(2087 PRECAST N.R. 451n 6310 881, 1141 1428, 1750 2102 zm 19'-4'(232" PRECAST N.R. 343( 477n 7001 925 1152 MO TOW U) INE MYSE1S R7 FAREMMESS IRE PERCENT REDUC 06 MR MWE 40 F#2A Na M MAC SEE aWN R41E M 4 SAFE GRAVITY LOADS FOR 12" PRECAST w! 2" RECESS DOOR U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE i2'RI}5LENGTH 120-26 1MV- 1D614- 12Rf14- tffi22-i>(12'Af25- t24F36- 4'-4' (521 PRECAST 25M 2942 5468 7524 9640 11669 13679 15679 4'4' (54-) PRECAST 2319 2740 5468 7584 9649 11659 IM79 15679 5'-8' (6n PRECAST 1347 k 1841 3555 6395 # 9640 11669 IZ679 ',56 5'-10'(70 j PRECAST 1259 1758 3361 5954 9358 11669 13679 156714 V-8- (801 PRECAST 924 1430 2633 4415 6884 10351L 12572t,14 7'-6- (90) PRECAST 703 1203 2157 3494 5259 7922 9623 1132q 9'-8' (1J67 PRECAST 39 843 1451 2157 3203 4427 ti 5417 6380 U) A£ NUAOM Ai PMEN1tM A9E PERCENT AM M O S FOR GRADE 40 FaD A= Mae SEE #1ffRL. NOTE ha 4 N SAFE LATERAL LOADS FAD 49" lmrrA4T 111 IMTM L SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS Cam/ SAFP£L OAD LENGTH "" V' 72U8 12F8 RC.MU 4SAFE LOAD .POUNDS PER LINEAR F007 LENGTH '" "-+_ PE 12M-21 12Ft2-2T 12FI6-2112120-21121`24-1T 12M-2t MIMI S- 6- (421 PRECAST 1295 4841 393 a S-6' (421 PRECAST 2752 4287 3721 5613 4872 6938 6023 8264 7174 9589 8325 10915 9477 4'-0' (4n PRECAST 1295 4841 299 4'-0' (48) PRECAST 2389 4'- S- (541 PRECAST 1049 3922 2417 4'-6' (54" PRECAST 2113 3291 2527 2269 4310 5328 3310 4092 2912 3575 347 4875 4378 7365 5858 5fl81 8384 644E 578E ; V- 10-(7n PRECAST 881 2547 155 5'-10'(70' PRECAST 1623 6'- 6' (78) PRECAST 579 2767 123 8-6' (78) FRACAS 344E 7'- 6" (9n PRECAST 474 1771 914 j7-6' (W') PR£CASI 3267 1767 255 3194, 3805,N 41)7 t, 5111 9'-- 4- (112'j PRECASTT 355 1326 5 9'-4- (112) PRECAST 1 1028 11171 2006 2590 3087 3563 4079 P. 10'- 6'{326 j PRECAST 306 1143 454 38 10'-- 6> (126'j PRECAST it'- 4'{736j PRECAST w 920 858, 947 829 753 633 5851lz 427 1612 140E 1269 1057 974 695 2281 1982to 1788 1485 1365 964 276E 2441 2201 1826 1679 1182 320 2902 2616 2169 1993 1402 3653 335E 3032 2513 2309 1623, 11'- 4"(1361 PRECAST 278 1041 12'- C-(144 PRECAST 260 971 34 12'-O'(101 PRECAST 814 13'- 4'(1601 PRECAST 229 857 278 IS-4-(16n PRECAST 678 w 14'- O'(168' PRECAST 216 809 25114'-0-(Mr) PRECAST $22 17'-4' ( 208-j PRESTRESSED N.R. 633 162M 17'-4' (208'j PRECAST 434 A t9'-4' ( 232' PRESTRESSED N.R. 534 130 19'-4" (232-) PRECAST 366-4 370 593 817 u 1002 1187 1372 SAFE LATERAL LOADS FOR 12" PRECAST wT 2" RECESS DOOR U•LINTELS SAFE LOAD IF PLFLENGTH4'- 4- ( 521 PRECAST 4'-6' ( 541 PRECAST 5'-8- ( 681 PRECAST 5'- TO- ( 701 PRECAST 6'-8' ( 801 PRECAST T-6- ( 901 PRECAST 9'-8- ( II6 PRECAST SEE GENERAL NOTES - S41EET 1 Of 3 RCMU 1/) RiE NLWW 5 1N PARENTHEW ARE PERMF ROWM& FOR ORQE 40 FLLD =0 RE a SEE CENOW ME N0. 4 SAFE UPLIFT LOADS FOR 12" PRECAST w! 2" RECESS DOOR U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH mra rnaw zrzaal4-u Wale- 4'-4- ( 52') PRECAST 1626 2685 3746 4806 4'-6- ( 54' PRECAST 2582 3602 4523 V-8- ( 68'j PRECAST 2042 2850 3658 5'-10"( 701 PRECAST r7O3 1984 2759 3553 V-8' ( 801 PRECAST 1538 242-6 3114 r-6' ( 90-) PRECAST 1116 2163 2776 to,-S' ( 1167 PRECAST 771 1472 2181 NLwM B PARD006 ARE PERINT REODCODNS FOR 40 FIELD ADAED RE84A SEE GENERAL NOTE NO. 4 SS fj) r A. 4(1+ CRAIG PARRM 1 R,9P,C 4i; MAOR 579 70t;'' S£ fF1iFRi,FL 3358a A1.444* FL, P.E.A1T€11O.8ty156 ftowCf tmvisGF) to Xglyirg 4vith 0.14uneia B4 U1 I; Cafe AAw*im Yoh-criA?.GZq*a i.. Drw 6 i R '4mai FlaAcgust y CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES Rf ]USa£: OAW4A7-14 ORAaN B1 AOIL4N ARwto WALL — R.TS _ .._..._,.... DATE. 3f24/ O3 , totM" #i:.._.MAK MMWA Pt. - AEG;i WU BPAM;-. i0. u4M SCEE1 3 OF 3 M IAWDADE MIAMI-DADE COUNTY kn== PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) L 1805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33 175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NON www.mianildade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing'the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction ARJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the ABJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the A14J may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Linter Fabrication Details", sheets I through 3 of 3, prepared by Craig Parritio, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and scaled by Craig Parritto, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING; Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami-Dado County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in, the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur'after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shalt be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA H 14-0903.02 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, & E-5 as well as approval document mentioned above. Tito submitted documentation was reviewed by H IMy A. Makar, P.E., M.S. KOA No. 16-0126.03 WRIAWDAIDE UN Expiration Date: 05t21/2017 11112;i* A 4/Z, 8 /Z"P/ Approval Date: 04128t2016 Page I Cast -Crete USA, 5 Inc. NOTICE OF ACC E,PjAL4CE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P. E., dated 06107196, revision 41 dated 11108196, sheet I of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet I of 1, both drawings signed and sealed by Cr aig Parrino, P.E. H. TESTS 1. Test report on flexural testing on Precast and Pre .stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Ramon, P.E. C. CALCULATIONS 1. Calculations.for Cost -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P. K, signed and sealed by Craig Parrino, P. E. 2. Calculations far Cast -Crete 8-inch Lintels, dated 11/11196,45 pages, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P. E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996jor cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report 420-8275 dated 06120195for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report 420-8345 dated 11/1 3195for pre -stressing strand by The Crispin Company. 4, Mill Certified Inspection Report #2111-078240 dated 04125196for 43 rebar by Ameristeel. S. Mill Certified Inspection Report 1184-1vf19614 dated 02129196for 95 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58-A66332 dated 01128196jbr 44 rebar by Birmingham Steel Coip. 7. Mill Certified Inspection Report 484-M20749 dated 04105196for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M19805 dated 03106196for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04121196for 94 rebar by Birmingham Steel Corp, 10. Mill Certified Inspection Report #84-M20652 dated 04103196for #5 rebar by Birmingham Steel Corp. ny A. Makar, P.E., M.S. P )(Ine ' 09 Supervisor rodue ontrolSectionSupervisorNOANo. 16-0126.03 Expiration Date-, 05/21/2017 Approval Date: 0412812016 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBmrI`TE D 11. Mill Certified Inspection Report H84-M20 749 dated 04105196for 95 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196, 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #Ot-0209.03 A. DRAWINGS 1. . None, B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None, 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 03-0605.05 A. DRAWINGS. 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheet I of 1, prepared by Craig Parrino, RE, dated .Tune 7, 1996, revision ff2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8 "Lintel Safe Load Tables", sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 95 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report onflexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTM F,529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A, Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1,493 and 2.1 through 2.336, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002, 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. lQ( ttik Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date. 0512112017 Approval Date: 0412812016 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.F. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None, F. OTHER 1. LetterfromCast-Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUSAPPROVAL# 11-0121.04 A. DRAWINGS 1. Arone, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BAT). E. MATERIAL CERTIFICATION L None. F. OTHER 1. Letter from Cast -Crete Corporation, datedJanuary 18, 2011, signed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2007 Edition. ll— Caat-Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1, Drawing No. FD8, titled "Cast -Crete 8 " Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. . None. C. CALCULATIONS L None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment and Regulatory Affairs, E. MATERIAL CERTIFICATION 1, None. F. OTHER 1. Letter from Cast -Crete Cotporation, dated 0210312012, signed and sealed by Craig Parrino, PX, certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8 " Lintel Fabrication Details sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P. K, on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for high Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14,124, prepared, signed, sealed by Craig Parrino, P. E. D. QUALITY ASSURANCE 1. By 11111atni-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1, None.. F. OTHER 1. Letter frost Cast -Crete USA Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E- 4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1, None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER), E. MATERIAL CERTIFICATION 1. Alone, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and scaled by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 146vf A. Malkar, P.R., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date. 04/28/2016 E - 5 T• Te HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS PRODUCT RIM'WeD 0 s46gdyinq wiA1 iRC FIX;" TYPE "A" $11RUPS e 7j32" w BAR snRt? uPs 6 1 4 - B LIN STIRRUP DETAILS 7/ 32.0 BA STIRRUPS TYPE " B' STIRRUPS 't U STiRRUP DrN:i. iTAI scAEc 1Y HI S1 Of y1tS SPAM1414 -D 1 O.134 U2 J 1 -3 7 42 MR 114'--- 4 A 3'-0 1 9 Ib'-A" 1 0.140 47 7 1 -3 7 32 BAR I W-r 14 A - 9 11 -A 0A 0 639 19 -4 tW75 7137 32 1'-3' 16 -2 44 b A'-2 t 7 JB7 N4R i 3 7 eAB S 4 3'-E 3/4" f A 194 Sb -0 all 7/ n so 16.3 J/32 BAN 16 O 3'-10 ;/ 10 40. ZR4A9B37/ 32 BAR S O 4'-3 1/B" 10 219 4DornACT Rat/ ,1" OrPCCC nnnD i1-I 1b1TM nATA .—i TEi. _ .£ 0 KNF Tin TUNG7131- sst a 2'-6' 4 4 3'-0' 0.436 146 3 REM 7 32 B-9' AB 3' N A 4 6 3- 4 4,437 i 7 2 3-14 N A 4 32 5- 4 N A 4 4-4 5-16. 4-6 4.047 3° VA 1 6 6- N YZ 4 W 3 WRAP 6'-14" A 6 j4 9' 0", 9 1us •• saws xax. Afstaa fsoaA fne •r A1WWf Au afrtA auto Trrc :f• stwwrs_ a f nsw uaAv r6rr rr ia+7e vri rnaerwa oAct fdg Trsu UnoFf ss• is icsasA u+wsA' 7ry V a1LAws Mt •Y 3}tY+OA At UCf Il of x sfa , pQl'$ Tf2f} fCEO tiA^£1 iN_i:1t tNC CAff rA8R f+7idi YD4f1 8" PRECAST U—LINTEL DATA TABU 1 u m 11NE 3'-r 1 0,032 1 126 111 3 RE'9{R3'-S' 7 32 BAR I 4 3'- t'' N A 1 d 141-o" I 4AD7 14 :S if 7 32 LAR 01A 4 4'-6" 1 0.041 162 4-3 7 2 BAN 4-2 A 4 5 -4 1 0.049 192 RE. !r-4 MIA 6 S^14 4.210 6' 4. 064#64 RE 9-3 J 32 BAN z..2" A 6 r 4 270 R£BAR 5' T "At J' Z" i N 6 p•_{^ : 336 ?#. 9'-d" 3 R£9AR A" B 976 RE '- 3' 3 REBAN 2-0 a 11 -4' 010i RE9AR 1 '-,i REBAA 11'-4" 3_. b 1 - 0. 124 11 -11 141 14 - 0 3'-4' 4 1 494 5 REUR' 13 -5 N£BAR 19'-4' 3 -4 B s^ Qa£g S.Si.IL-itN ii. K—Ma Cw SML, 7132 4AN As1N A.1m A 14, 9, AD1f m to"' lR"a Of iflRffi'9't AND 15 KOM CRADt 90 ASIV UM 7/1s WCN AEWJIM 0 CMIED MAVIN F"V EA4N OAAlct IMS1 iCA`- ICCAZAIWM "E RA'sm JXD W SNi'U'wo*c2o CAOCi f4A [OW" SMANO WM M' s, x% w S11RRVVS • 4. IKM TM 2, CONGCTt sltewws ra . 4DDo P41 Olt t" MW OUVO MCE WMa SHMS t STIW§ fl M511, .. iW/Els; 11. • PS/ FOR Au FXM WA UP. rBECA9T 6 RICH SW7f19, f, to moo or r4LinwiAERE FRRt9 rft 4, It1DA4 rAf nls FOACf = 0.70 D 1W, lwm 4r CDI Xrrt NAT 9f VSEO W NEU OF iWrf4 BFRf M** CAN 4..ZV,"M- sff1!? * P"WR£SM 70 AMT Ufj" AND NAOiVK F4t M 3EN 14'-4' J 5 15 _71 3 RE9AR 13 - - 9 E C 7Nn FROP *Un t OMAT" IS PAuwate MR MVWT AMOYA. IT a P&MCFE0 6T COPTRW #Arts AND CANNOT BE WR04UCf9 OR O1STt"tO s a tlU1W4t1 THE rat W&ttR£.9 COMM OFCASR-c.7E USA. RiC. AL rd l xi...LI PRODUCT 11LY19kil I'(/ t'sfmSYlYwB xiBl lAo Tiw#da f7ufldU CoCc AceSPiuDsc HD-o 03 02 CRAIG PARPoNO 6324 CR xyJ 41 D4d aCtw',1y 579 afi• SEFFWKF1.33594 4+' FL. P. E. L;C- NO, 44756 or ABE: CAST- CRETE 8" LINTEL FABRICATION DETAILS s>w x FAi NOFFs 995461- 34 OtAYAi 6Y. "«TA83 PS. - 6ti, t4. 44756 3:AL. %43 Po 9{KE CA#: 96/07/% " Ea" ft.vm Y , r.D - zo, t6, 44M j BRAIF.s 0a FE4 sau 1 a 3 I SAFE GRAVITY LOADS FOR 8" PRECAST wl 2" RECESS DODR U-LINTELS 1) THE NWBERS W PARENTHESIS ARE PERCENT REOUCTICNS FOR GRADE 40 FIELD AMED REBAR SEE GENERAL WTE NO. 4 GEIfRAL NOTES SAFE LATERAL LOAM 8" PRECAST w42" RECESS FOR DOOR UlINTELS lld4"."" y SAFE LOAD-1 PLF 1 LENGTH TYPE 8RU6 8RF6 ROMU r- 4'-4' (52) MCAST 758 757 1164 4'-6- (541 PRECAST 694 693 1073 5'-8' (681 PRECAST 408 407 655 5'-IC-(7Cl PRECIS? 382 381 616 V-8- (80'7 PRECAST 595 788 464 T-6' (90' PRECAST 509 !, 674 1 363 19'-8' (1161 PRECAST 370 490 214 SEE CIENERAL NOTE 18 12) :Mt<6 ae mwWoclmM sD S-t/x' big rotdraa M U. vide to oaamodot. I) YoknalxD' past W.. 46iYi psi, ft+iaot W idK 4 and gwettaq. a - moo m t)1a...t. KS lyo?c a aaot y d siucm eyed is arG'aleaaCa . A Alx'Y C-Ax6 of q pared cam. 1 a assra = 130D A.i 14) Uoids l.ad.d si dl.ao.dP 4 A wtY i ((eT a sad Iw`vaniaf E1ot+rd) rteu AACJ %EIS ads EO 1a8mAMp.{ bads ANdd be alxxtsd Fm VA. ca.t,».4 „^. z xl sgadtta Arat.essnq oYsnd Aar ASP1 M16 brae. 270 1. r¢b fan mortar pir A591 Q16 1)7. Y a S AppEae w1iW bad -1 Vw Aads.dd k+a S LO Sa/a .x+tical load Sate Aaizwda bad2) Al ..4 WU Ubl. b.. A on 4 1.b MUM Kara ). FAQ Spa t..da 1. Lid 11g. a* sad WA —1 is 15) W —ow. r" a eat 0_% re. solo bad ft- ant kw *V dwrn. to . Dy Y D toss WSmgW4% i mr61/2hdrs. is) FW Wd "p . as sm.q, a3a m& bcd 9- -W *19-9 W#y av 3) F4arid. kd m.d.r b.a ad Awa of a 17) S.k bads — arWa+pnw wo.. 4) tAa _b. k P..1.'d , V. petard StA iios '<w SS) $a3. kadf w.sd an tttiareigala40 '1" adw ra.. 4.)r —)4 F., AO =and AR Sit I=pk 7tie ffiS1-t8 .We qqr*^a,P' boa ' 5472 019) AHsrasd bkwl bad sepaai1 w ae aAb'nd y tm des+' er % N.bSa9 aM%.nA jrJFSSssArcEenfE4.4m 4 aaw¢.. rail (t4 eU} Mar. tea. kdd. Sea dxiug S) AS Wth WA w -a q xcrd. t/1 11 -1' m bw —h chOodt S. afia. 0"41 afts ell. PwM. &dCc'g 6) Awe R,4 1140e a 1"&K 7) tke Il raRw mq 1. tea A r,h— aeja tl V daw.aatb tdt!b' id U. arsAiixtartl >'. i S) io n ab* hi d a 1*+ did- k law .! •gyat, td) RJL = Nd R.W 11) 841- Cade .dd.d r" b M, *..W A A. b44- .i U. inid tray. 1 f2- Ciii TYP ., SAFE UPLIFT LOADS FOR 8" PRECAST wl 2" RECESS DOOR U-LINTELS f) THE NLWBERS IN PARENTHESIS ARE PERCENT REDUC110W FOR 0RA0E 40 FIELD ACLU RERAR SEE GENERAL NOTE 140. A TYPE DE9GNATt0N lc,• F - nufo WMI win J U - 0va ace l" of F5 arao A7 POftA ct MV. C*" 8Fl 6 v l B f 1 t XAN: 1lttreKF 6EW8 AT 7QP 5 REW A7 16A tT tT 20AER1fiROtSG 47- 6' !& RiAl F9mo 14 tRttft, E N U ' e' 1uYRu2 At ) jo.44 YftODLK'T tti3y13ItU u R1M. Ykx da 10P W w Atay a a Mo 1 DZ w, rtoC024CR679 1rn s et Llxirlrn SEFFNER, FL3594ONAii * FL. RE 110 WS auto i` r rtGF[Oi • LINTEL FABRICATION rilo(1 4 4/28/2017 Florida Building Code Online Al tr t `Vt ueici a A; { t`t' I i, a d' 1i N aI ;4 a g ¢q M.._.._ ,._,.:, z.......:. _............: . .s..._.......w ._.... rc ,... __. '..... _._u....z ..4 ........ 5...,, _,J.,»z`? RCtS Homo f Log In i user Registration Hot Tote Submlt S11—harge ; Stats & Facts Publication { FaC Stan BrIS site Map i Onks { Search filPKk# Product Approval USFR: Public User V Proekret ApatQyal Menu > "ECgS!<i4t,4tL > &WtjUMgn List > Application octal( FL i1 1`13792-R8 Application Type Revision Code Version 2014 Application Status Approved rApproved by DBPR. Approvals by OBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Lomanco, Inc Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 acarterOlomanco.com Authorlxod Signature Andrew Carter acarter@lomanco.com Technical Representative Andrew Carter Address/Phone/Emall 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext 361 acarter@iomanco.com Quality Assurance Representative Andrew Carter Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext6163 acarter0lomanco.com Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Certification Mark or Usting Certification Agency Miami -Dade BCCO - CPR Validated By Mlaml-Dade BCCO - VAL Referenced Standard and Year (of Standard) nn4_4tA X9s3L Mlaml-Dade TAS 100 (A) 1995 Equivalence of Product Standards Certified By j Product Approval Method Method I Option A https:/Aaww.kloridabuildirtg.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsFgPhXouzz3PGbeAdil<Ek7oGQ6ayYnmka/aid III 412=017 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised FL 3792.1 Florida BulldiM Code Online 09/30/2015 10/06/2015 10/0912015 08/16/2016 Number or Name, DescriptionModel, 1_35 Root Louver------ 'Aluminum Roof Louver Limits of Use Approved for use In HVHZ. Yes Approved for use outside HVHZ. Yes Impact Resistant. NIA Design Pressure: N/A Other., 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be Installed over composition shingles roofs only, 3, Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be Installed on too( mean heights greater than 33 feet. 3792,2 730 Roof Louver Limits of Use Approved for use In HVHZ.1 Yes Approved for use outside HVIHIZ: Yes Impact Resistant: N/A Design Pressure., N/A Other, 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers * shall comply with applicable building code, 3, Wmanco's Model 730,750,770 Roof Louvers, shall not be installed on roof mean heights greater than 33 feet, 3792.3 1750 Roof Louver Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ; Yes Impact Resistant., N/A Design Pressure; N/A Other 1, Refer to applicable building codes for required ventilation, 2, Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code, 3. Lomanco's Model 730,7S0,770 Root Louvers shall not be Installed on roof mean heights greater than 33 feet. 3792A 770 Root Louver Lim its of Use Approved for use In HVHZ; Yes Approved for use outside HVHZ. Yes Impact Resistant: N/A Design Pressure: N/A 0 , ther. , 1. Refer bo, applicable building codes for required ventilation. 2,, Lomanco's Model 736,750,770 Roof Louvers shall comply ,with ,applicable bulding code. 3. Lomanco's Model 730,750,770 Root Louvers shall not be Installed on roof mean heights greater than 33 feet, 3792,5 1770D Roof Louver Limits of Use Approved for use In HVHZ- Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate Q§02.02.Ud Quality Assurance Contract Expiration Date 08117/2016 Installation Instructions FL3792 RU 11 L2fflanco 13S - 2000 V - NO 2. OZpd Verified By: Mlaml-Dade BCCO - CER Created by Independent Third Party: Evaluation Reports ffA29ZJ&a_6EJ_Qm_4r,qo 0 0602,,QZ&jf Created by Independent Third Party: Yes Aluminum Root Louver Certification Agioncy, Certificate FW7§2 R8 CAC 0MAnw-7k§- W11-- Quality Assurance Contract Expiration Date 08/16/2016 Installation instructions EU792 RB U_ju=0cQ MQ Seri Verffied,By: MlamlrDade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R8 AE, co Created by Independent Third Party., Yes Aluminum Roof Louver Certification Agency Certificate rjj/VZ K6 ft- SA 06010,ad Quality Assurance Contract Expiration Date 08/16/2016 Installation Instructions Ser Verified By: Miami -Dade BCCO - CFR Created by Independent Third Party: Evaluation Reports W12LA8 _A9MA=j2Q Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate R3792 R8 C CAQjAM#ft0 quallitkWssurance Conirac't Expiration Date 08/16/2016, insianation instructions Flea R8 it Lo!Man' MG Series - NQA 11-0602.04.L)df Verified Byf Miami -Dade BCCO - CER Created by Independent Third Patty; Evaluation Reports FL3792 U AU LQMRRc, - f4OA Created by independent Third Patty, Yes Aluminum Roof Louver Certification Agency Certificate Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions I Verified By: Miami -Dade BCCO - CER 1 Created by independent Third Party: Evaluation Reports ht4m.,Ilwww,flori&aWIdIng,orgiprlpr._pppjtl.aspx?p;)ram=wGEVXOwtDqsFgPhXouzzgPGbel,,Idll<Ek7oGQ6zyYnmk%3d 2/3 4/2812017 Florida Building Code Online FU7ft_AE_ QA M-_470. i%Wf Created by Independent: Third Party; Yes Contact Us ::¢t..tl Ile rSMnaileaTatlatarscgl.. 32494 P The State of Florida Is an AAfe4 employee ,yr1.act,,.?,blQi i,Ql.S.Lg,S,y'lLI4fjga, Qryyacv statemer k 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 net send electronic mall to this entity. Instead, contact the office by piwne or by traditional mail. If you have any questions, Please contact 050.487.1395, 'Pursuant to Section 45S. 275(t), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F,S, must provlda 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 emalt address which can be made available to the public To determine If you are a licensee under Chapter 455, F. S., please clldt . Product Approval Acceptst W9 in 99 Credit Gard safe httpaJfwww, ftoridabtilding.tlrg/pr(pr app dtl.aspx?param=wGBVXQwtDgsFgPhXouzzgPGhe\"kEk7oGQGzyYnmk%3d 3/3 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RFR) Miann, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)3t5-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwwLaiamidade.&oy1ggQ42L Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miarni-Dade County and other areas whore allowed by the Authority Having Jurisdiction (AHJ). This NOA, shall not be valid after the expiration date stated below. The Miaiiii-Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane 7oue of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miand-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sates, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and 1 removal of NOA. ADVERTISE, MENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date maybe displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for. inspection at the job site at the request of the Building Official. This NOA renews NOA No. 15-0831.07 and consists of pages I through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. APPROVED NOA No.: 16-0510.23 Expiratton Date: 0846/21 Approval Date,: 06130/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category- Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED By APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-314" x 4" TAS tOO(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S. 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x TAS tOO(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system, with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed alun-tinum, static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening, MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Age Lac Center for Applied Engineering PRI Construction Materials Technologies Test Identifier MDC-98&99 LOM-013-02-01 RRWA-00t-02"01 Test Name Date TAS W(A) 03/16/95 TAS 100(A) 05/21/07 TAS 100(A) 07/28/15 WMIAMMADECOUNTY NOA No.: 16-0510.28 Fxpiration Date: 08116/21 Approval Date: 06130/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-5, 750-E, 770 Roof Louvers System Type A. Mechanical allaclunent of ridge vent system over composition shingles. Cutout. Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle, Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with I Y4" aluminum. annular ring shank nails. With the first nail 1 '14" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 11/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads, of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seat all seanis and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 WHAMI WMOECM= Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: System Type B: Cutout: Installation: Net Free Area: Minimum Slope: Model 750 Roof Louver Mechanical attachruent of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Vents shall be centered evenly in the field of the panel between, the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; sciibe, an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf" cut to receive the upstope portion of the vent flange. Position vent such that the upslope flange, slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply Y2" wide beads of an approved ASTM C920 sealant between the upstope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x, 1-1 /2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Refer to manufacturers published literature. 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 1 LoManco's Model 730,750,750-5, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-5, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 3 3 feet. 4. Lomanco's Model 730,750,750-5, 750-E, 770 Roof Louvers shall comply with 1517,6 of theFlorida Building Code I ( FBC) 5. All products listed herein shalt have a quality assurance audit in accordance with the Florida Building Code and Rule 6 1 G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/3046 Page 4 of 9 DETAIL. DRAWINGS DETAIL A MOM r-- I Tao sERiEs LOUVERED RoaF VENT M= APPROVED NC3A No.; 16-0510.28 Expiration Date: 08l16/21 Approval Date: 00!30l16 Page 5 of 9 DETAIL B NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUFD) FASTENER LocxrlON FOR METAL PANEL INSTALLATION OF 750 FASTENFR NOA No.. 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-S SERIES LOUVERED ROOF VENT NOA No.; 16-0510.28 WMAMMADECOUNWM Expiration Date: 08/1.6/21 Approval Date: 06/30/16 Page 8 of 9 DF,Tmi, D 750-F SERIFS LOUVERED ROOF VENT END OF THIS ACCEPTANCE APPROVED NOA No.: 16-0510.28 Expiration Date: 08/16121 Approval Date. 06/30/16 Page 9 of 9 r Florida Building Code Online 6CIS Home I Log In j User Registration I Hot Topics I Submit Surcharge j! Stats & Facts I Publications ba Product Approvalr (A USER: Public User 114111i"L- Za=h >YiLXLLtSS> Application Detail FL # FL15216-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 i-ntijpas@iiiterwrap.com Authorized Signature Eduardo Lozano elo7ano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - liardcopy Received Florida Engineer or Architect Name who developed the Robert Nierninen Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 11/17/2017 Validated By John W. Knezevich, PE El Validation Checklist - Hardcopy Received Certificate of Independence 1Pminen.ndf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code htip:thvww.floridabiilding.orgiprlpr__app_dd.a,spx?param—wGEVXQkvtDqvayVVKJZIQRAdhy[2ugkQOQyljaMiVeiOpVSvxwSdCoQ la-3d%3d[8124i2Ol7l:57:59PMI I Florida Building Code Wine 1507,2.3 IS07,5.3 1507.8.3 L507.9.3 1507.9.5 T1507.8 Product Approval Method Method 2 Option B Date Submitted 04/28/201,5 Date Validated 04/29/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 FL # Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Installation instructions Approved for use In HVHZ: No FI I S21 L ER I Approved for use outside HVHZ* Yes Impact Resistant: N/A Verified By: Robert Nierninen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports FL152161 R A Ols 04 FINAI ER INTFRWRA F 2IL- R14W Created by Independent Third Party: Yes son= Cgntal;t I Is :: 4EhgatL850- 4AZ-IM The State of Florida is an, AA/EEO employer. :: &UAZL513LQMWA:: ALcUsUft SULament :: &%FVnd_9=vz= Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a pubitc-records request, do not send electronic mail tothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 8S0.487,1395. -Pursuant to Section 455. 275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record, If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick hgr&. Product Apprqval Accepts- MOMERM Credit Card Safe hhp:// xvNv%%,. floridabudditig.orVpripr_app_dtl.aspx?paraur-AvGEVXQwtDqv3yV VKJ Z IQRAcH tyl2u8kQGQyljaMVoiOpVSvxwSdCoQo/o3d%3d(8/24120 17 1 ;57: 59 PM] EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 s53c*n/snAmSTREET, UNIT xzs OXFORD, o06478 PHONE: ( zoa)zsx-9ov5 Evaluation Report 140510.012-112 FL15216-R2 Date of Issuance: 02/17/2012 a n Revision 2:q4/27/2015 SCOPE: This Evaluation Report is issued under Rule 61620-3 and the applicable rules and regulations governing the use of construction materials inthe State o[Florida. The documentation submitted has been reviewed by VubertN/eminen' P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the Sm Edition (2014) Florida Building Code sections noted herein. Qcazxpnom: Rh|oomooYUnderaymen\ s Lmeumm: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein, CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, orprovisions o[the Code that relate tothe product change, Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes orthe referenced Quality Assurance ducumemobnnchanQes. TrinitylERDrequires acomplete review ofthis Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I[RD Evaluated" may be displayed in advertising literature, If any portion of the Evaluation Report is displayed, then it shall be done in its entirety, INSPECTION: Upon request, acopy pfthis entire Evaluation Report shall beprovided tothe user bythe manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists ofpages Ithrough l Prepared by: Robert lK0'Nieminen,P. E. Florida Registration No. 59166, Florida maANE19m EVALUATION REPORT ntenwr p,| nc. 32923 Mission Way Mis»/ on'8CV2V-GE4 Th. (acsimil.°*pp.. rout =thorlzed by Rob-t cmnmunON OF INDEPENDENCE, z. Trinity |cno does not have, nor does it Intend to acquire or will it ^ cw/nx a financial interest in any company rqnmonmnng or distributing products mevaluates, z Txnity|cnuunot owned, operated or controlled by any company manufacturing or distributing products it evaluates. 1 Robert m/rmmen'p.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. nnbeuw/emmwn, p,c.does not have, nor will acnv/,e, a financial interest m any other entity involved i^the approval process vf the product. s. This /, a building code evaluation, Neither Trinity |sno nor Robert w/em/^rn' P. E. are, iuany way, the Designer o/Record for any project onwhich this Evaluation Report, ^, previous versions thereof, is/was used for permitting vrdesign guidance unless retained TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category; Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the Intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standarcll Year 1507,23, 1507.53, TIS07.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.83,1507,93,1507,%S on Heating 1507.2.3, 150753, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 1 REFERENCES: 9aqly Examination eference Rate ITS (TST1509) Physical Properties 100539395CQQ-006 10/27/2011 ITS (TS-ris09) Physical Properties 100539395COQ-002 10/27/2011 ITS(TST1509) Physical Properties 100539395CQQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT CIFSCRIPTION' 4.1 RhInoRoof LIZO Is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type 11 felt or D4869 Type It felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. S. UMITATIONS: 5.1 This Is a building code evaluation, Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose, 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product, 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering, 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nail -on Tile Foam -On Tile Metal Wood Shakes Slate or Shingles Shingles Simulated Slate RhinoRoofUZO Yes No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or 11 or D4869, Type 11 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Evaluation Report 140SIO.02.12-R2 Certificate of Authorization #9503 FL15216-R2 Revision 2: 04/27/20IS Page 2 of 3 TRINITY ERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 ahiliglkoof U20: 6.4,1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited, 6.4,2 Single Laver; Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-Inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with I nterwrap published instructions. 6,43 Double Laver: 2:12 < Roof SIODe < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the star -ter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-Inch side (horizontal) laps, resulting In a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product, 8. MANUFACTURING PLANTS: Contact the manufacturer or the named CIA entity for information on plants covered under Rule 611320-3 CA requirements, 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 140510.02.12-R2 Certificate of Authorization #9503 FILIS216-112 Revision 2:04/27/201S Page 3 of 3 TRI|ERD EVALUATION REPORT inte,w,mp,|nc. 3I923Mission Way Mfosion, BCY2V'6E4 Canada EXTERIOR RESEARCH & DESIGN, LLC. Certificate ofAuthorization #9503 3sacnn/ sx|mvSTREET, UNIT wo OXFORD, CT na*m PHONE: (zus) asz'szm FAX: <auy> uoz-yz*3 Evaluation Report 140510.02.12-1112 FL15216-112 Date of Issuance: 02/17/2012 Revision 2' 04/27/2O15 SCOPE: This Evaluation Report bissued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen. P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RdnnRmofVnderbym* nts LABELING: Labeling shall beinaccordance with the requirements the Accredited Quality Assurance Agency noted herein. ComnmusoCompuxwcE:ThbEva| uaUomKeportisvaUdurti| yuchbmeosthenamedproduods)chan8es'themfenenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert N|eminen. P.E. if the product changes orthe referenced Quality Assurance documentation changes, Trinity |ERDrequires acomplete review of this Evaluation Report relative to updated Code requirements with each Code Cyc|e, ADVERTISEMENT: The Evaluation Report number preceded bythe words "Trinity |ERD Evaluated" may bedisplayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, acopy ofthis entire Evaluation Report shall beprovided tnthe user bythe manufacturer or its distributors and shall beavailable for inspection atthe job site ut the request ofthe Building Official. This Evaluation Report consists of pages 1through ]. Prepared by: Robert J.M.0lem|nem P. E. Florida Registration No. 59166, Florida DCA ANE1983 The ficsirmle seal appearing was authorized by Robert Wemmen, P.E. on 0412712015, This does or se— as an electronically illinad document, Signed, seated har( ko* have been transmitted °the Product ^pp"=/^*."istr,^"and mthe named client CERTIFICATION OF INDEPENDENCE: z. rrmty|cno does not have, nor does it intend to acquire o,will it acquire, u financial interest in any company manufacturing vr distributing products itevaluates. z Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. s, Robert Nierninen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. s This isobuilding code evaluation. Neither Trinity |cxonor Robert w/,mive^' p.s.are, inany way, the Designer ^rRecord for any project nowhich this Evaluation Report, o,previous versions thereof, is/was used for permitting v,design guidance unless retained specifically for that purpose, TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category, Underlayment Compliance Statement. RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations if Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3, 1S07,53, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.83, 1507.93, 1507.9.5 on Heating 1507,23, 1507,53, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 150733 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: En_-_ tity Examination Reference Date ITS(TST1509) Physical Properties 100539395CQQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/2712011 ITS (TST1509) Physical Properties 100539395COQ-006 03/1412014 ITS (QUA16 7 31) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 Is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type 11 felt or D4869 Type 11 felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 This is a building code evaluation, Neither Trinity[ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. S.2 This Evaluation Report is not for use in the HVHZ. 53 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering, 5,5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1. ROOF COVER OPTIONS Underlayment Asphalt WoodTileFoam -On Tile metal Wood Shakes Slate or Shingles & Shingles Simulated Slate RhinoRoof U20 Yes No No Yes Yes No 5.6 Exposure Limitations: 5,6. 1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation, 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics rioted below. 6.2 Install RhInoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or it or D4869, Type 11 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC, Evaluation Report 140510.02.12-R2 Certificate of Authorization #9503 FLIS216-RZ Revision 2: 04/2712015 Page 2 of 3 TRINITY ERD 63 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhIn28ogf U20; 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-Inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4-2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited, 6.4.2 Single Laygre Roof Slone > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole In accordance with Interwrap published instructions. 6.4.3 Double Layer; 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-Inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 140510.02.12-R2 Certificate of Authorization #9503 FLIS216-R2 Revision 2:04/27/2015 Page 3 of 3 412812017 Florida Building Code Online acts Horne 1; Log In I User Registration Hot Topics Submit Surcharge Stats & Facts I Put)Ucatlom I FBQ Staff BCIS Site Map I Links search Product Approval USER: Public User Cry > YS4yS3 49JttdUp2i24l1 > &92ILLL1A > Application Detail FL # FL5444-RIO Application Type Revision Code Version 2014 Application Status Approved Comments Archived Oroduct Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier mark.d.harner@salnt-gobain.com Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nleminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) 5taDdar4 Y-CM ASTM D3161, Class F 2009 ASTM D3462 2009 ASTM D7158, Class H 2008 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_jll.aspx?param=wGEVXQw(DqtahlgO7CSsoycOrl28CcpCJinUeXw7iWvlUzOW4hL8w%3d`/`,Id 112 4/2WO17 Florida Building Code Online Product Approval Method Method I Option D Date Submitted 12/0812016 Date validated 12/14/2016 Date Pending FBC Approval 12/15/2016 Date Approved 02/07/2017 S41rnmar FL # 1101odeir, Number or Name Description 5444, 1 CertainTeed Asphalt Roofing 3-Lab, 4-tab, strip (no -cut outs), laminated and architectural Shingles i asphalt roof shingles Umlts of Use Installation Instructions Approved for use in HVHZ: NaTKITFIZ-171 A—h.ltAFL_5444 R10 11 2016 12 Fl T Approved for use outside HVHZ: Yes 5hincile FL5444-RI0pdf Impact Resistant: N/A Verified By: Robert Nierninen, PE PE-59166 Design Pressure. N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Umits of Use Evaluation Reports PM ahWaa-EL5_,t4 Created by Independent Third Party: Yes MEM Qo tam :: 2601 Wait Stgne Road. _jgjjAtjdart_ELj4M The State of Florida 15 an AA/EEO employer. Copyright 2QQ7-2013 State— . Florida :: 22YASK_S,C3iCP1q.CS :: ft tatement :: Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall, It you have any questions, please contact 850,487.1395. *Pursuant to Section 455,27S(1), Florida Statutes, effective October t, 2012, licensees Pcensed under Chapter 455, F,S. must provide the Department with an email address if they have one, The emalls provided may be used for offidal 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 tirade available to the public, To determine If you are a licensee tinder Chapter 455, F.S., please click brrp , Product Approval Accepts: W] RM Fq E Credit Card C.-te170 https://www.floridabuilding-orglprlpr_app__Otl.aspx?pai-am=wGEVXQwtDqtahlgO7CSsoycOrl28CcpCJinUeXwTibKvlUzOW4hL8w%3d%3d 2(2 TRINITY EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, LLC, Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 ERD OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 3532.09,05-Ril FL5444-RIO Date of Issuance: 09/2.2/2005 Revision 11: 12/08/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume, The products described herein have been evaluated for compliance with the 5 th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905,2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinitylERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitVIERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No, 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P1. on 12/08/2016. This does not same as an electronicativ signed document. Signed, seated hardcopies have been transmitted to the Product Approval Admirdstratcr and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinityJERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being Issued, k Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Rooting Sub -Category. Asphalt Shingles Compliance Statement: CertaInTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the Sth Edition (2014) Florida Building Code and 5 th Edition 2014) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 15071.7.1, 11905.2.61 Wind Resistance ASTM D3161, Class F 2009 1507,2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2008 3. REFERENCES: 9q!!iy Examination, Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 OSNK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 U L (TS F 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 IOCA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 VIL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & 07158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161& D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 96 28) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 UL LLC (TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC (TST 9628) ASTM D7158 47873803S7 11/08/2016 UL LLC (TST 9628) ASTM D3161 4797380357 11/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp,07/0312017 Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R11 Cert1ficate of Authortrotion #9503 F8C NON-HVHZ EVALUATION FL5444-RI0 Revision 11: 12/08/2016 Page 2 of 12 TRINITY, ERD 4. PRODUCT DESCRIPTION: 4.1 CT201-, XTI- 25, XTI 30 and XT`1 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont", Carriage House Shangle®, Grand Manor Shangle®, Landmark'", Landmark"" IR, Landmark'm Pro, Landmark'" Premium, Landmark" TL, Landmark"" Solarls and Landmark"" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles, 4.3 NorthGatel is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'"", Presidential Shake" IR, Presidential Shake TL` and Presidential SolarIST" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'"', Highland Slate" and Highland Slate"' IR are fiberglass reinforced, 4-tab asphalt roof shingles, 4,6 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge"", Shadow Ridge'", Cedar Crest'"", Cedar Crest— IR, NorthGate Ridge and NorthGate Accessory are Fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS. 5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Claasifiqation: S.4J All shingles noted herein are Classified in accordance with FBC Tables 1507,2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to V,,d = 150 mph (V,,,, = 194 mph), Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLI Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use In wind zones UP to VI,d = 150 mph (Vult = 194 mph), 5.43 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.43.1 Analysis In accordance with ASTM D7158 indicates the measured uplift resistance (RA for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Solaris') exceeds the calculated uplift force (FT) at a maximum design wind speed Of V,,,d = 150 Mph (V"It = 194 mph) for residential buildings located in Exposure ID conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 6 1G20-3. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-RII Certificate of Authorization #9S03 FBC NON-HVHZ EVALUATION FL5444-RI0 Revision 11: I2/08/2016 Page 3 of 1Z J TRINITY 'ERD 6. INSTALLATION: 6,1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements, 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.1 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein, 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2,6 or R90S.2,5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 63 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions, 6.4 CT20—, XT- 25, XT— 30, Xr- 30 IR: LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12" 12" Use four nails and six spots of asphalt roofing cement* for every full shingle (Figure 11-4). Xsphalt, rooftog cement meeting ASTM D45ki(5 25 -rid Sealant 1" (25 mm) 'fype 11 is suggested. i— L 1/0" (145 mill) t&-foi niAllmod — — — — — — — — — — - Ma METRIC -J- 131/8" R offing Cernent 1 (25 Mel sallant 1" (25 on) Apply 1" (26 man}spots of asphalt roofing ceruerg Under anh tab Cowl, 6 1/8 Figure 114* Uso four nods ant six spot. ofrupW muminton steep shj*s, Atrrfolli; Excessive use of roofing cement cart cause shingles to blister. Figum 11,3: Usefournalkforaletyfid1sbingie, 6.4.1 Hip & Ridge for CT201, XTI 25, XT` 30, XT- 30 IR: Cut Shingles 1 I- 25 nirn) --Rennove-,_ pinr WiZ\ Sides G Cap Cap 305 run)) I Shingle Cap ShingleShingleF,i Fqgiel, Figure 11-24: Cut tak, tlxw hintbockto orakeeap sht"9W N gngfisb dimenstrins sboun). Figure 11-25: frulatledfan qj'wps along The hips and r*N, 6. 4,1.1 For ASTIVI D3161, Class F performance use BASF "SonolasticO NPI'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-Rll Certificote of/luthorixotion #9503 FBC NON-HVHZ EVALUATION FL5444-RI0 Revision It: 12/08/2016 Page 4 of 12 es LOW AND STANDARD SLOPE Use SIX nails for mcii, (till -,Jiiagl( located a shown helow STEEP SLOPE uwSIX (tai*and FOUR woiswxSI)t1alt rorifilig cenicolfor ewry hill ammlemaw°.m" ng^,""v1^u5"w` from edge axm"x|,. Asphalt wo.ig,n`.m'"uo.'munwn 6o6 f,lrwj, w°x4v*oil'ywdfitv, qwfs (if=pba Hip & Ridge for Arcadiam: Cedar CreStTNI, Cedar Crest"' IR Use two ( 2[ minimum M-inch long fasteners per shingle. Forme starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge,ensuring minimum nxhembedment into the deck, n,full penetration through the deck, For each full Cedar Crest shingle, place fasteners 8- 5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "SonolasticO NP11" adhesive or Henkel "PL11 Pn|yu,ethuneRopf & Flashing Sea\aot^'ivaccordance with Ce,minTeedrequirements, tohand-seal Cedar Crest shingles. Apply mPlu,PLadhesive from the middle of the shingle's raised overlay nnthe top piece and extending approximately 4'inchalong the sides uf the head|apalong aline Y4 to1-(nchfrom each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP I or PLadhesive between the shingle layers. Exterior Research and Design, uc Evaluation Report aez o5- xo mrtificat"ofouthorization #9503 nIC NON*vmexmxnow aww«m Revision 1a`12/o8/om Page smo 6.6 RINITY 1 ERD BELMONT'm: Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21112): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, asphalt roofing cement" for every full located as shown below. Belmont shingle. Apply asphalt roofing cement V* (25mm) from edge of shingle. See below- Asphalt roofing cement meetingiIva ASTM D4586 Type 11 is suggested. J1 J--- 5-W 0 e mnl a all$, 1' 125 mfO wwq Ce mud 6.6.1 Hip & Ridite for Belmont—: 6.6.1.1 Option 1: Refer to instructions herein for Cedar Crest", Cedar Crest" IR hip and ridge shingles. 6.6.1.2 Option 2: Shangle® Ridge Figure 17-18: ShanA** Ridge Exposure Remove tape from the right side and fasten SECOND Fasten the left side RIGHT FIRST LEFT riguiv 17.19: Inslattation ofShangtoO R/4,e shingles oil b1ps and deIgm, 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastico NP111" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LLC. Evaluation Report 3532.09.OS-RII Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FLS444-RI0 Revision 11: 12/09/2016 Page 6 of 12 6.7 6.7.1 6.8 CARRIAGE HOUSE SHANGLEO AND GRAND MANOR SHANGLE: LOW AND STEEP SLOPE STANDARD SLOPE Ise five trails for every fall Shatiije. 11gitre 0-k lice flue twitsfilr(yrryfull! (kandAtimarNbough!, TRINITYIERD Se SCVell Rails and three S[IVIS 0fWNj?kJIl 1`00FRI&I MUM( f(ir every hill Gi-wid NimiorSimogic. (!:kv five imiLsand (lirce spots of asphalt rwfiq cement for every (till Carriage llot'se shaligle will cemenwall 110411l; collew V (2 " mill) from edgk. of shingle F(are /7 5). A.Npliah rmfial; cement meeting MT14 14580 1,jve it limiggy-iled, 1 112 28 ftvr or less mo) Rgure. 17- 5. i(Ilwir im0alling Grand Ramew AditgIrs wr4eep.dolies. tise,wewn 1404 allif lure spots q/,(upball rejfyi"R Cement Hip & Ridge for Carriage House Shang!e10 and Grano Manor Shapgie: Refer to instructions herein for Shangle" Ridge hip and ridge shingles LANDMARK'"", LANDMARK'm IR, LANDMARK" PRO, LANDMARK"" PREMIUM, LANDMARK"" TL, 1 LANDMARK", Sowis, LANDMARK"' SOLARIS IR, NORTHGATE' LOW AND STANDARD SLOPE METRIC DIMENSIONS 17, 143/4" 12" 305 m (371 —1-305mm)-- 25 Mill) Release Tape 1 (25 mm) Naiiable Ama z LANDMARK TI. NorthGate: 131/2' 13" I'llo" 25 1111n) R#im 1,14. CA fear makfar eretyfull silinpie. 4\ Im mit jwi Ml, A I r 14 34' 305 fm,) (375 mn) (305 mm r ( 25 mT) TNI 3T1rm—qL4rns - Ppw r4i I flis r (2swl.j rrwnaillmNa& quaat Im low and standard slop" (Prom 2:1210 2t:121 Hill WW4" 41M d 14"'1110 43 lex*'ll *1iFm*, Exterior Research and Design, LLC. Evaluation Report 3532M.05-Rll Certificate of authorization #9503 FBC NON-HVHZ EVALUATION FL5444-RI0 Revision 11: 12/08/2016 Page 7 of 12 STEEP SLOPE Use six mtils and four Spoil of asphalt Vorifing ccnteol for ever), ((III hullinated Shingle. NCC be Mpliall roofing ceinerl( "Ilquid uIcel WAl 0580 type U. ,4)ply 1" spots of msplial( roofing ccuiera uncle OCIt COMCC and ZO 31MIt I I" to 0" io froth each edge. METRI( DIMENSIONS 1`2 '— 305 f1m) 1125 qva) Nail Area For Steep 25 14111- --- -- 375 nun) (305 rum) lease Tape JTRINITY ERD LANDMARK T1 13112'— — - 131/?'m— 343 mm) (330 mm) (343 mm) mm) 1 "(25 mm)—I A MWIMV-91 Ipil MrMM Figure 13-5.- Use six nails andfira- spots of asphalt roofing emnernt on steep slopes. NorthGate: STEEP 12, 14-314" 12" SLOPE 1-005 mm)— (375 mm)-- —(305 Mm)- NAILING AREA I Nalin4i im 15 1 (2 5 Mmq) bet4we011l,Zier 1"(25 mm)— Ilotines. Nailing areas for steep slopes (greater than 21:12) and "Sterim-Nallfrig" Nail between lower 2 nail lines as shown above, 6.8.1 Hip & Ridge for Landmark', Landmark' IR, Landmark" Pro, Landmark'" Premium. Landmark"" TL. Landmark'"" Solaris, Landmark— Solarls IR, N12rthG4tg: 6,8.1.1 Option 1: Shadow Ridge" or NothGate Accessory IT 305RIM) 4 511g. tj 25.1.) 15r(142 5 /. 1 1- 50MM) - T- 050'MM) Notch (or Notch for Centering Centering 12' i 13t/4' Notches for Allgrumn6o ( 3371arn) Notches for Mignme" to 7518, the Top Edge of the Previous the Fop Edge ofthe Previous Cap for 5' (125nwn) Exposure Cap kir55/8*(14irnm) Npxurt (196mm) L -A English Dimension Metric Dimension Shadow Ridge" Shadow Ridge"" Exterior Research and Design, LLC, Evaluation Report 3532.09.05-RII Certificate of Authorilation #9503 FBC NON-HVHZ EVALUATION FL5444-RlG Revision It: 12/08/2016 Page 8 of IZ 6.8,1.2 9 2 7.113;W, Align thaw 'ITrnt'llf"I to top 1 7 519' W(.1c " i (194 Mrs) trANK01 NorthGate Ridge TRINITY I ERD 13 1/61, 333 mm) 6 W*Z 0 SIB, 168 M 168 mm) Ceo tering Notch 337 M M) Agn (hose notches to top 18 (17 - edge of 94 111m) NorthGate Accessory 2- 30 Won,") ,- Laying Notch fi Figure 1,3-20; (Ise taying nokbes to ventarsbingim on hips and ridges, and to locale Ow comd exposure, For ASTM D3161, Class F performance use BASF "Sonolastic' NPI` adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'"" IR hip and ridge shingles, Exterior Research and Oesign, ULC Evaluation Report 3532.09.0S-R11 Certificate ofAuth*rIzation #9503 FBC NON-HVHZ EVALUATION FL5444-RI0 Revision 11: 12/08/2016 Page 9 of 12 J'TRINITY ERD 6.9 PRESIDENTIAL SHAKE'""" PRESIDENTIAL SHAKE"' IR, PRESIDENTIAL SHAKE Wm, PRESIDENTIAL SOLARIST", LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five nails for each full Presidential For steep slopes, use nine nA for each full Presidential shingle and stiltigle as shown below, apply I' diameter spots of asphalt roofing cement under each stungte tab. After applying 5 nails to between die italltugguide Litres, apply 4 nails I" Nailing 40" above lab cutouts tnaldni; certain tabs of overlying shingle cover nails, Guide ones (1016 min) 5 lt4* m3 Mill) r 4F 141/4 L_ I I or (18 01M) (362 mm) NOTE: Apply nails on painted guideline. Figure 16-6.- Fmlening PresidenW and Prmkknlial T1 Sbake shing1tv on tore and stan&vdslopa V diarrielor asphalt roofing cement Pigair 16-7 FailmingPrateknliA(and Ptr4idetittaf T11 Sinike sbiqlas on s" s4W 6.9.1 Hip & Ridge for Presigentlgl Shake', Presidential 5hake'" IR. Presidential ShakeTLI" Presidential Solarisl: 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7" from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4" long or longer, so they penetrate either 3/4" Into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham, AL is 12' x 12"; Portland, OR produces 97/8* x I 3t/4" accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic* NIP11" adhesive or Henkel "PL" Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, 9.1.3 Option 2: Refer to instructions herein for Cedar Crest`"', Cedar Crest`"" IR hip and ridge shingles. 6,10 1 HATTERAST": 10W, STANDARD AND STEEP SLOPE. n 111(n) (2.5 trull) f1glin, 15-3: for low zkod qan(Lted slolics, usc Ow nails for each NO Houcle; dangle it; atom" allow Exterior Research and Design, U.C. Certificate of Authorization #9503 FBC NON-14VH2 EVALUATION hpor tt i MM".Sbiqk,,, ". SkepV44,1 ki, ox-olt dalwN, 1", fief 111114 and eiglu slugs ors I)h"th roofing tlftim( to, e;wh loll Mateo" shingle As allow" Amm Apply I' 15(ooi1 'lho"or, (ANT&I 1) 450'R,'e 11 vkWT-Ar,l) nuclei rAt h w1i coiner Nvxssbiiq'lu into 144ce', do not MPM,V, ce'lleiA, CAIMON; ]oo "wh niofiog tmocoi (iot c;o1w $44141"1 to 14(mer, Evaluation Report 3532.09.05-RII FL5444-RIO Revision 11: 12/08/2016 Page 10 of 12 TRINITY ERD 6.10.1 "1 & RLdgitjor Hatteras*": 610.1.1 Option 1: Accessory for Hatteras Figure 15-14: 18 tbrw-ptece un its separate to "take 54 flattens Accessory shingles. 6.10.1.2 Qptilon 2: Cut Hatteras Shingles 230 n1m) 203 460 rnm) apCcapCapU) Shingle Shingle Shingle Shingle Ftgum 15-20: Cut Haltom sbtn& to make cover cap. Figure 15-21: Installation of caps along hips and ridges, 6.10.1.3 For ASTM 03161, Class F performance use BASF 'Sonolastic* NPl"" adhesive or Henkel "PL11 Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, 6.11 HIGHLAND SLATElm, HIGHLAND SLATE" IR: . I LOW AND STANDARD SLOPE. STEEP SLOPE- F(grau I 1-,I,, Use Ilse FIVIR nazis and IHG-tIT SpO, of asphalt roofing cement" for each full Highland Siate shingle. For MUM -Lade, SIX earns are required, Apply r djametei,,spots of asq)hatt roofing cetuatil under each tab corner, Asphalt rooting cement alerting ASTM D4586 Type U Is suff-Med. 4 fture Ike 81W nafts andefght spoia ofaspbNt roong (witen t mikier ea W corner. CAMION: W(cm1w Use of roofing CeMoll Can cause shingles to blister. 6.11A Hip & Ridge for Highland Slate'"" . Highland Slate' IR: Refer to instructions herein for Cedar Crest'm, Cedar Crest"" IR or Shangle Ridge"" hip and ridge shingles. Exterior Research and Design, LLC, Certificate of Authorization #9503 FOC NON-HVHZ EVALUATION Evaluation Report 3532.09.05-RII FLS444-RIO Revision 11: 12/08/Zo16 Page 11 of 12 6.12 LOW AND STANDARD SLOPE Lf.w 1:01 R nail's for evely 41111 Shingle localcd as S11(nVo 1)dmv. tt-7 TRINITY ERD t'se 1`0 iR wtili and four sjx ls of;1sphall roofing (Tnlc111 for ewly full shin dle As shown helow, Aylwlt rwfittg M- noll, tucoilig ASIA1 T)f* 11 is sutggc letl. Apply V(Ii ituik) spots of a4,liak rwofiag cevletl( t4; 'Al"wil. WrION: Fwfs-,ive u,,ie of roofing cetnen( .111 "It'se, illin"10 to hILSIVI. rtatlnp cement 1*6i M1 Surer 612.1 Hip & Ridge for Patriot". Refer to instructions herein for Cedar Crest'", Cedar Crest" IR, Shadow Rldge'", NorthGate or Shangle Ridge'" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R90S.2.6.L 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to property evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements, 10. QUALITY ASSURANCE ENTITY: UL LLC -- QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, LLC, Evaluation Report 3532,09.05-RII Certificate ofAutharization #9503 F8C NON-HVHZ EVALUATION FLS444-RIO Revision 11: 12/08/2016 Page 12 of 12 TRINITY, ERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, LLC. Cert1ficate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 3532.09.05-R11 FL5444-RIO Date of Issuance: 09/22/2005 Revision 11: 12/08/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida, The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the Sth Edition (2014) Florida Building Code sections noted herein, DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6,1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes, Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle, ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature, If any portion of the Evaluation Report is displayed, then it shall be done in its entirety, INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsindle seal appeadnti% as autherized by Robert Nieminen, P. E, on 12/08/2016. This does not serve as an electronically signed document. Signed, waled harcicories have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest In any company manufacturing or distributing products it evaluates, 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued, 4, Robert Nieminen, R.E. does not have, nor will acquire, a financial interest in any other entity involved In the approval process of the product. S. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY ERD ROOFING SYSTEMS EVALUATION: SCOPE: Product Category. Roofing Sub -Category; Asphalt Shingles Compliance Statement. CertaInTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 5 th Edition (2014) Florida Building Code and S'h Edition 2014) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM 03462 2009 1507.2.7.1, R905,2,6,1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7,1, R905Z6.1 Wind Resistance ASTM D7158, Class H 2008 3. REFERENCES: 9nti Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL(TST 1740) ASTM D3161 05CA1.6778 05/12/2005 UL (TST 1740) ASTM D3161 OSNK14836 05/22/2005 UL (TST 1740) ASTM D3161 OSNK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 IOCA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/1112010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM 03161, D3462 TFWZ,R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH,R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02112/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & 07158 4787380356 10/26/2016 UL LLC (TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp.07/03/2017 Exterior Research and Design, LLC. Evaluation Report 3532.09.0-R11 Certificate ofAuthortration #9503 FRC NON-HVHZ EVALUATION FL5444•RIO Revision 11: 12/08/2016 Page 2 of 12 I ERDRINITY 4. PRODucT DESCRIPTION: 4.1 CT201-, XT- 25, XT- 30 and XT` 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles, 4.2 Arcadia—, Belmont'", Carriage House Shangle", Grand Manor ShangleO, Landmark'", Landmark'" IR, Landmark'" Pro, Landmark' Premium, Landmark" TL, Landmark'" Solaris and Landmark" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle, 4.4 Presidential Shake", Presidential Shake'" IR, Presidential Shake TLI and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4,5 Hatteras'", Highland Slate'" and Highland Slate" IR are fiberglass reinforced, 4-tab asphalt roof shingles, 4.6 Patriot" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge", Shadow Ridge", Cedar Crest'", Cedar Crest"" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced In AR (algae resistant) versions. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nierninen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ S.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product, 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, Indicating the shingles are acceptable for us in all wind zones up to V.,d = 150 mph (V,I, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5,4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP I adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified In manufacturer's application instructions, for use In wind zones UP to V.,d = 150 mph (Vint = 194 mph). 5.43 Classification by ASTM D7158 applies to exposure category 8 or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle, 5.43.1 Analysis in accordance with ASTM D71S8 indicates the measured uplift resistance (RA for the CertainTeed asphalt roofing shingles listed in Section 4A through 4,6 (except Presidential Solaris'") exceeds the calculated uplift force (FI-) at a maximum design wind speed of V.,d = 150 mph (Vv1t = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the Installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence, 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-RI1 Cert/fIcate ofAuthartzadon #95403 F8C NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 3 of 12 ITRINITY ERD 6. INSTALLATION: 6. 1 Roof dock, slope, underlayment and fasteners shall comply with FEIC 1507.2 / R905.2 and the shingle manufacturer' s minimum requirements, 6. 11 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FEIC Sections 1507.2.3, 1507.2.4 or R905. 2.3, 6. 2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FSC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 62. 1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507. 2.6 or R905.2.5. Staples are not permitted, 6. 2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions, 63 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. 6. 4 CT20'-, XT` 2S, XT' 30, XT' 30 1 R: LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 121, 121, Use four nails and six " of asphalt rooting cement* for every full 305 nun)—f—(305 I 111TI)— i sliffigle (Figure 11-4). Asphalt roofing ceinmit meeting ASTM D45,46 in) - 1Type 11 Is suggested. r' l (25 MM) Sealant 1 (25 min) All LY5Sja*'(l 45 mm) 5 rid..tot 4)(moo d plant METRIC Roofing Cein.1 T r - (25 mm) $oalant l" (25 Apply 1 (25 awn) spots of asphalt tooling cement I — — — under each tab cornal. Figure fl-4: Usefour naffs andsix spok ofaspW ornimt on 4keo skpcu CAUTION: Excessive use of roofing cement can cause shingles to blister, Figure fl-37 Usafour nailsforemyfull sbingk- 6.4.1 Hlp_k_Rl4Re for CT20"',M" 25,Xr" 30,X" 30-IR: Cut Shingles Vv 25 0 30, 5011 kl 1 'tl S so", 125 tormn) CapCapci! p 305 man) cShingle f ShingleI shirgle Figure 11 -24: Cut Idn, then Win back to make cap slA#m A?rW1sb dintenstow Awn), Figure 1]-.?5.- Instdiation qfmps along thr biln and r4m, 6.4.1.1 For ASTM D3161, Class F performance use BASF "SonolasticO NPV" adhesive or Henkel "PL* Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, Exterior Research and Design, L-C. Evaluation Report 3532.09.0S-RII Certificate ofAuthorixorion #9503 FEIC NON-KVHZ EVALUATION FL5444-RIO Revision 11: 12/08/ 2016 Page 4 of 12 6.5 65.1 ARCADIAr"; Usc SIX nails for ewxg• full shhtgle located as shown heloxv. Nattlela . I Nail low E_ Ftgrrvr 1: tkv six nerds (irr er eq f (f sbingelet. t t F } 1 i,. ,,...>....' TRINITY ' ERD STEEP SLOPE UW K\ nzdls and FOUR spots of usptiall iunFing cement for oeic (till shiglllc as shmm hetow AI)piy asphalt voof ng ccincnt t ° (>5 nuu) front edge of sltiiigle, Asnitalt roofing ceutent meeiing ASTM 0,686 Tkpe^ It is sck estecl. F(gan,,ir t ve six twit, ueul jiettr slots q/'asplinfr rcxr%rtrg content on steep slopes. Hi, p & Ridge for Arcadia°": Cedar Crest", Cedar Crest'" IR Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic* NP11"" adhesive or Henkel "PL° Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line l to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. Exterior Research and Design, I.I.C. Certificate of Autharization M03 FEIC NON•HVHZ EVALUATION Hand -sealing adhesive 4" 1/4" 3/4" Dab of asphalt cement between shingle layers t1f Evaluation Report 3532.09.05-R11 FL5444•R10 Revision 11; 12/08/2016 Page 5 of 12 6.6 Fi TRINITY ERD Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, asphalt roofing cernent— for every full located as shown below Belmont shingle. Apply asphalt roofing cement V (25mm) from edge of shingle. See below, Asphalt roofing cement meeting ASTM D4586 Type 11 is suggested. d sIT ZX, m) I 1 112' fM rr" w km I'M nm) Croot 6.6.1 !1& Bidge for Belmont': 6.6.1.1 Option 1: Refer to instructions herein for Cedar Crest", Cedar Crest— IR hip and ridge shingles, 6.6.1.2 Option 2: Shanglel Ridge Figure 17-I8rShangle" Ridge. Remove tapeExposure from the right side 81 and fasten SECOND Fasten the left side 8 RIGHT FIRST LEFT rignre 17-19., Instertlation qf-OangfeO Ridge sbingles on b1ps and iYdgm 6.6.1.3 For ASTIVI D3161, Class F performance use BASF "Sonolastic" NPI"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3532,09,05-1111 Certificate of Authorization M03 FOC NON-HVHZ EVALUATION F-L5444-RIO Revision 11; 12/08/2016 Page 6 of 12 6.7 6.7.1 6.8 CARRIAGE HOUSE SHANGLE® AND GRAND MANOR SHANGLEO: LOW AND STEEP SLOPE STANDARD SLOPE Gw: live tails for every full Spangle. 16 Figure (7 -1r 1?se ffrtr rrufle fi r rvar7fit(! Firrurd ifaemr Cher Kle, Gdrriat8r llatrse Sl uu to. mr C;Vuleurrterf 441(t t'..,. :' TRIM i • : E \ Mf ke seven tents zutd three slwts of usphuh roofing cemient for every full Grand Manor S haggle, t'sr rive mitts and three semis of asplurh rrxtftog cement for every full Carriage anise spangle and Ccutaoaial Siate. Apply asphah roofing ceaueat 1' (25 nun) from edge of shingle 01tuiv 17-5). Mpltait roofing cement azcding VSTVt D-15861\1w It is coggesied. 1, 1( 38mm} I•• orietx.+ .... i.. F 5lfi' 852, 25aar} Fijlrutr 17- 5, f0mw (listening fefaod.l14wrSbanghv wi ovep Oujwx. tr.at sere" edits uud Alre spins nfexftLuft rag1ing reruent. Hio & Ridge for Carriage House Shanale"' and Grand Manor Shangle: Refer to instructions herein for Shangle" Ridge hip and ridge shingles LANDMARK'"is, LANDMARK"" IR, LANDMARKfA' PRO, LANDMARK"" PREMIUM, LANDMARK"" TL, LANDMARK'"' SOLARIS, LANDMARK'" SOL. ARIS IR, NORTHGATE: LOW AND STANDARD SLOPE METRIC DIMENSIONS 12. 1 143t4` 12" 3t)5 mna) { 3t5 mm) - (305 mm) ) f (25 mnr) Release Tape 1 (15 mm) Naif W { Areal %. LANDMARK TL NorthGate: 131tr 13" t3 lz" 343 mm)----»-.(33Q 1" (25 mm) 1" (25 ton) - -I - Figloe 1,14: t_ vjuur u((Gfor wee fdl sbiegrtr. f t$C Ir 14C#4` 12' AREA t305 rra°' tl -+• .r. (315 mm) —+- -+- 0Z mm) -«-1 t tps naIVo µ- P(25mm} owerno'lIre t ( 2ann}-. rt toning areas for tow and standard slopes (From 2,12 to 21,12) NO baerAao utgw l l Inge as s untYr above. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R11 Certificate of Authorization M9S03 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/ 08/2016 Page 7 of 12 STEEP SLOPE w six nails and foikr spats of asphalt roofing cement for cvvty (kill laminated shingle. Set below. Asphalt roofing,, cement should meet MIN D4586 type W Alipty I- spots of asphalt roofing cement mile each Corner mid m al)(Ita 12" to 13' (1) from Clich edge. METRIC DIMENSIONS 12'-- NA Area .'1__ Fix Steep f: ` 25 film) 141[4" --- - 17'- --- 375 mm) (305 mm) 1 1"(75 mill) ease Taue V, 25 11"fin, ERDTRINITY LANDMARK TL 343 mm) (330 mm) (343 mm) 1 J25 trim) 1 "(25 mm)- m2jm) 25 NorthGate: STEEP 12" 114-314" SLOPE 1—(305 mm)— 1— (375 m NAILING AREA i Nailin1% mm) betwee na A Rgure JJ-5., Use six nags amdfbfsr spots of asphalt mfing ement on steep slopes 12, 305 tr 1,(25 mrr Nailing areas for steep scopes (greater than 21:12) and "Storin'tt-Nalling" Nail between lower 2 nail Ones as shown above. 6.8.1 Hip & Ridge for Landmark'", Landmark' IR. Landmark'" Pro, Landmark'" Premium. Landmark'" TL, Landmark'"! Solaris Landmark'"' Solarls!RNorthGate: 6.8,1.1 PpAlon 1: Shadow Ridge'" or NothGate Accessory M) - 415116"— 4 f5/1 G*-- r, —5OWM —.) I IM (150MM) ( 125mm) T,'125mm) Notc i h for Notch for Centering Centimni; 17, 131/4" 305ri4n) (337mfln) Notches for Alignment Ito 1, Nolcliefskii-Alignment o 15/8' the Top Edge of the Previous the Top Edge of the Previous(196mm) CapforT(125mm) Xposure (180MM) I ---, English Dimension Metric Dimension Shadow Ridge'" Shadow Ridge'" Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-RII Certificate of Authortration #9503 FBC NON-HVHZ EVALUATION FL5444-RI0 Revision 11: 12/08/2016 Page 8 of 12 TRINITY ERD 9 UMI 250 mull; 13 1/8" 333 min) - V. cmimm ikich 6 5/8, -1- 6 518, - - wamm) (168MM) 13 317 111r) Align CenteringthawNotch notr1l" to top 7 W' sdgo a' 337 miln) *\, 104 Min) riitvlottli cl)ij-0 Align th eso 7 IWIJ- notches to top (194 m) niedge of rovious course, NorthGate Ridge NorthGate Accessory 30 Laying Notch Figure 13-20, Use kIng notebes to cenkr sbingk on Alps anti MM, and to 1wate t1w caritwt expasum 6. 8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic' NP1`TM" adhesive or Henkel "PO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6. 8.1.3 Option 2: Refer to instructions herein for Cedar Crest", Cedar Crest"" IR hip and ridge shingles, Exterior Research and Design, LLC, Evaluation Repo" 3532.09.05-RII Certificate ofAutharization #9503 FSC NON-HVHZ EVALUATION FL5444-R10 Revision 11: IZ/08/2016 Page 4 of 12 1 (11 1 1 1 ER V t 6,9 PRESIDENTIAL SHAKE'", PRESIDENTIAL SHAKE" IR, PRESIDENTIAL SHAKE TV11, PRESIDENTIAL SOLARts"": LOW AND STANDARD SLOPE: STEEP SLOPE: Foe tow and standard slopes, use five nails for each full Presidential For steep sly, use nine nails for each BIN Presidential shingle and shingle as shown below. apply 1" diameter spots of asphalt roofing cement under each shingle tab. Alter applying 5 nails in between the nafRng guide lines, apply 4 nails t' 40" —.I above lab cutouts tuaking certain tabs of overlying shingle cover nabs, Uuide Lines (1016 mm) 133 mnil 14114' 1 tlfi" #S Wool (362 mm) I NOTE: Apply nails on painted guideline. Ftguro lF 6., Fastening Prus(Etm0aland PresrdarttafTZ Sle e t' diameter astvtalt tuonng eetnani sbingles on low and slandarrl slopes Figure 16--7, Fastening Presidential and hwidentfal M Sbake sbingles on sleep slopes. 6.9.1 Hip & Ridge for Presidential Shake`"" Presidential Shake"" IR Pre id ial ale Tlr" Presidential Solaris"": 6,9.1.1 Option 1: Presidential Accessory PRESIDENTIAL WESSORY Presidential accessory shingles can he used for covering hips and ridges. Apply shingles up Co the ridge (expose no more than 7" from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4" tong or longer, so they penetrate either U4" into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham,. AL Is 12" x 12"; Portland, OR produces 97/8" x 131/4" accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "SonolasticO NP11"' adhesive or Henkel "PLC' Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest"" IR hip and ridge shingles. 6.10 HATTERAS'm'. COVi, STANDARD AND STEEP SCOPE: Ftgam 15,314fiva6rg lfatfcrna•,rbtuplrx <ur Gua' almf 9011drazi.V01es iwr low and shw4mi slopes, etc lice sails foe each foil lialtems , 01hcgie as Artat Axirr. Exterior Research and Design, LLC, Certificate of Authorization $19503 FBC NON•HVHZ EVALUATION t .. I nooliayCameal Npere I . { lo"leH7Nf,.lt"Ahreets.SFu`#khM."(.'kt R,Wtlk•1 Par uocp skopen• our hce oath sod og4t SlN{s or aslrhalt rmokg motcta rar (mch 1.0 tlatlerxs siigle a st"Aw ,drum. ,Sirply I" Mlnal) ( 11-toer <lxxs of marmgceuww (ASTAI 1)1ift ttlx, n rtrgg q" O uml rr c;tdt lair cotan_ PixhP dagk^ faro Irlacc; do eot axlutar ceamll, CAn rioN: Trm ntseb nxAkig cmwm cas c aria niriugtesto Blister. Evaluation Report 3532.09.05-R11 FL5444-R10 Revision 11: 12/08/2016 Page 10 of 12 6.10A Hip & Rid for Hatteras": 6.10.1A Option 1: Accessory for Hatteras POI Figure 15 -14: 18 three-piece antis separate to make 54 11attems A c-cessitty shingtes 6.10.1.2 Option 2., Cut Hatteras Shingles 230 nim) Shingle 460 fnm) Cap Cap cap Cap S ip9le Shingle Shingle, l- Figrtra 15-20., Cut Hatteras shin* to ntalx corer cap. TRINITY, ERD 060 20 3 Mn M) '1 - - Figure 15-21., InstdIation qf caps along hips and rkigm 6.10.13 For ASTM D3161, Class F performance use BASF "Sonolastico NPl-" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATErm, HIGHLAND SLATE" IR: LOW AND STANDARD SLOPE STEEP SLOPE: our 31X nwk (W.,Wh A- i!S MEMOM oW COMW Figuro I /-,J: Uq, PAW smile forewry 11(ghlandslaiti sbing4i tXo WE nails and lac tiru of asphalt roofing cement* (or, each full Highland State shingle. For Nflarid"Dme, six until$ are required, Apply t' diameter Spots of asphalt roofing cement under each tab corner Asphalt roofing cianeW ateethig ASIM D4586 Type 11 Is suggested. SIX Figure It -J& Me RYE nails and eigN spots ofavpWt roofW mnant taidor eack tali corner. ICAUTION: Ucm1ye use of sooting cement can cause skinglof, to blister. 6.11,1 Hip & R14ge for Highland Slate'" Hi Slate'"' IR: Refer to instructions herein for Cedar Crest'", Cedar Crest' IR or Shangle RfdgeTM hip and ridge shingles. Exterior Research and Design, L-C. CertIftcare of Authorization 99503 FEIC NON-HVHZ EVALUATION Evaluation Report 3532.09.05-RII FL5444-RIO Revision 11: 12/08/2016 Page 11 of 12 Ty ERR 6.12 PATRIOTr": LOW AND STANDARD SLOPE STEEP stop( Uw FOUR nails (or cwml full shing(e lok:llcstl as slltswtl [Mokt" Tl-- k,e FOUR 11:10sm)(I roill spots of asphalt 11toring moleill for o'cry (till shitilite as ilvm it bdowAkIitlolt t-oofilig ceoteii( LHW, type It is stig, Al)lilj1'(15 till)} silots (WmVIl:dt roorilig colik"Illi ; is sho"ll, CAU11ON: E% ce,ssive use of rooting celliout, Call cause shillt,lcs to blister. r7s 110 Is 1— iY44, itmmwrm) 6A2.1 Hi &Rld efor Patriots; Refer to instructions herein for Cedar Crest', Cedar Crest" IR, Shadow RldgeTM, NorthGate or Shangle Ridge' hip and ridge shingles. LABELING: 7. 1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein, 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FEIC Table 1507.2. 7.1 / R905.2.6. I. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. MANUFACTURING PLANTS: Contact the named CIA entity for information on which plants produce products covered by Florida Rule 61G20-3 CIA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 3532,09,05-RII Certificate of Authorization #9S03 F8C NON-HVHZ EVALUATION FL5444-RI0 Revision It: 12/08/2016 Page 12 of 12 4128t2017 Florida Building Code Online ACTS Horne Log In User Registration Hot Topics t Submit Surcharge Stats & Fact, : Publications FBC Staff ACTS Site Map Links ' Search b pr iffl ProduCt ApprovalUSER: Public Userd EMOSLQr A RQL(S, IcO > > Application oetail FL # FL13192-R4 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@jameshardle.com Authorized Signature Pingsheng Zhu pingsheng,zhu@jameshardie,com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng,zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingshang. zhu@jam esha rdie. cum Category Panel Walls Subcategory Siding Compllance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald L Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc, Quality Assurance Contract Expiration Date 0110112018 Validated By John Southard, P.E, Validation Checklist - Hardcopy Received Certificate of Independence ELI-319-2-, Referenced Standard and Year (of Standard) "to P-A"r ASTM C1186 ASTM E330 yflar 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect ELI 3 https://www.floridabtjilding.org/pr/tx__appOU.aspx?parafn-wGEVXQw(Dqtsk%2bGnUu47oqxmaHRnHIID4CXwhKRqKDf7RrxWwZsbqA%3d°/a3d 1/3 4/28/2017 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method I Option D 08/17/2015 08/26/2015 09/07/2015 10/1,6/2015 summary of Products, FL # i Model, Number or Name 13192.1 Cemplank Lap Siding Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure. N/A Other: For use in HVHZ install In accordance with NOA 15- 0122,04. HardlePlank Lap Siding Limits of Use Approved for use In HVHZ. Yes Approved for use outside HVHZ: Yes Impact Resistant, N/A Design Pressure: N/A Other. For use in HVHZ install in accordance with NOA 15- 0122.04. 13192.3 j HardieShingle Individual Shingles Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant, N/A Design Pressure: N/A Other: 13192.4 1 HardieShingle Panel Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure. N/A Other: 13192.5 i Prevail Lap Siding Limits of Use Approved for use in HVHZ: Yes Description fiber -cement lap siding Installation Instructions EL13192 R4 II ER RIO-255a-15 ElanK rrittsjl_VoQgDA FL13192 R4 11ER RIQ-2557-15 PI Sa5hUL hi_rtg,pdf ELjj192_R4 11 Install CemPlank SidULqpjf f Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports 12122 R4 8E ER L13192I-2S57-i nL, Chi-1. (-Nu I EL12192 R4 AE ER RIO-2577-15 Plank to WSP Shea jWBqqdf FL13192 R4 AE NOA 15-0122.04.Ddf Created by Independent Third Party: Yes fiber -cement lap siding Installation Instructions Ft-13192 R4 11 ER RIO-2553-15 Plapk Metal wood.ndf FL13192 R4 11 ER RIO-2557-15 Elijpk 5hingle CMQ,Ddf FL13192 R4 It In rdipPlank, Siding. — Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553-15 Plank metal wood.odf FL13192 R4 A ER BIQ-2557-15 PIsInK Shingle CMQ,Pgjl` FL13192 R4 AF ER RIO-2577-15 Plank to WSP ShegbiMpff FL13192 R4 AE NOA IS-0A22 04,M Created by Independent Third Party: Yes fiber -cement individual cladding shingles Installation Instructions FL13192 R4 11 R Shin -[A mAtAl --" ELL3192 EA 11 1S 1 ql qifinn nrif Verified By: Intertek Testing Services NA Ltd, Created by Independent Third Party: No Evaluation Reports ELL11a_Ri'_AL Created by Independent Third Party; Yes fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Installation Instructions 5-5 t"l __mvWLmqQdRdf FL13192 Rj 11 ER RI0-2S57-IS Plank Shinole CMQ.ndf 3192 R4 11 Install Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE -R EL12192 R4 AE Created by Independent Third Party: Yes fiber -cement lap siding Installation Instructions FLJ1192 RA_ILER RJQ--15 Pq.rfiqjAl WqqAp_df https://www,floridabuilding.org/pr/pr /63d%3d 2/3ppjt(,aspx?param=w(3EVXQwtDqtsk%2bGnUu47oqxmaHRnHIID4CXwhKRqKDf7RrxWwZst)gM 4/2812017 Florida Building Code Online Approved for use outside HVHZ: Yes impact Resistant: N/A FL13192 R4 11 FR RIO-2577-IS Plank to WSP Sheathing.ridif i Design Pressure. N/A FLIalg? R4 11 Install Prevail Lao Sidino.ndf Other: For use in HVHZ install in accordance with NOA 15- FL13192 R4 IT N A 15- 122 n4 (if 10122.04, Verified By: Intertek Testing Services NA Ltd, Created by Independent Third Party: No Evaluation Reports FLt]122 R4 AE ,K_ RIQ- 25Plank metal wo2d_pqf F1. 1-3192 R4 AE ER RIO-2557-15 Pingle CMU,12LJf FLIL3192 R4 AE ER RIO-2577-15 Plank to WSP ShgaUinc.ndf Created by Independent Third Party: Yes M_ U50 QQatact V5 ( wTd h ss c FL IM23 MMILAW,:18-7-1824 The State of Florida is an AAjK0 employer, :: :: Ace eibilttelIUAStaenita UnderFlorida law, email addresses are public records. It you do not want your e-mall address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395, -Pursuant to Section 45S,275(t), FWda Statutes, effective October I, Z012, 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 emall addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here. , Product Approval Accepts: FFE, 0 Credit Card Safe https: tlwww.floridebuilding. orgtprtpr,- appjtl.aspx?pararii=wGEVXQwtDqtsk%2bC,riUti47oqxmaHRnHIID4CXwhKRqKF)f7RrxWwZsbgA%3d%3d 313 Florida Product Approval HardiePlankO Lap Siding 9 For use inside HVHZ: HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15- 0122.04. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, ca HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RID-2553-15 or RIO-2557-15. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. Ya HardiePlank, "M-161. Lap Siding JamesHardie EFFECTIVE SEPTEMBER 2013 In iNSTALUVION REQUIREMENTS) - PRIMED & COLORPLUS"' PRODUCTSV!s it for the most recel it vorsiol I SELECT CEDARMILL' 9 SMOOTH * CUSTOM COLONIAL" SMOOTH * CUSTOM COLONIAL'" ROUGHSAWN CUSTOM BEADED CEDARMILL" * CUSTOM BEADED SMOOTH * STRAIGHT -EDGE SHINGLE PLANK IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY, BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE` PRODUCT INSTRUCTIONS. INSTALLATION OF HZ100 PRODUCTS OUTSIDE AN HZ1010 LOCATION WILL VOID YOUR WARRANTY TO DETERMINE WHICH HARDIEZONE" APPLIES TO YOUR LOCATION, VISIT WWW.HARDIELONE,GOM On CALL 1-866-942-7343 (866 9HARDIE STORAGE & HANDLING: Store flat and keel) dry and covered prior to Installation, Installing siding wet or sannaled may resuit in shhnk'lga at bull pints. Carry planks on edge. Pi otect edges and corners tiorn treakaUe, lames Hardie is not responsible Icr damage caused by improper storage and handling of tho product. CUTTING INSTRUCTIONS OUTDOORS 1. Nisifict) cutliNstaim so twat windwill binwduist away from user and others In workinq area 2. Use one at We following friolhoft a ftl: I. scolo and Santa it. Wars (roarx IN, elociric or pro irvallic) b, Bbne', I. Dust reduciog circular saw equippod with a Hadeftlaeol saw Ike and tf-PA vacuum Miartion k) od: L Lkist reducing circular saw wilb a I larlio(Made saw b oliv tr e for loov In tworale a 11flogg INDOORS I . Cut only using scone ano si kart, or sheors (manual, electric or prieurriatir.), 2. Position culling station III wall -vemiated area NEVER use a parAer saw indoors NMR use a Ocular saw blarle their does not carry iho ftrdieVlade saw ofaclo tradotoark NEVER dry sheep -Ilse wet suppre-islurr ot HPA VaQuuru Important Note: For bimorrium Intellection (lowrist respirable dust productiarr),,laotes flarda rPcorrbmi-xfsaIw&6 it irig'Besr -Invol cutting inethodis where fees'*., Must i-artirroved respirators can be used In congfurdion with above cis iling practices to turthor (educe did axp)oms. Additional exposure inkarnatim is available at ~, rlorristv ird6comito help you (ftragine the roost appropbate culling (named for your job regtzrsn its. I concern Irbil exists about exposure Imis or pu co not Gucriely with the above practices, }ou should aWays otatsult a rimlitied indroMal Iyogirroist or con tact fabars Ha7dio for ho ther information. SOWITO." GENERAL REQUIREMENTS: 1- lardiePlank4 lap siding can be installed over braced wood or steel studs spaced a maxinium of 24" a.c, or directly to minimum 7/16" thick OSB sheathing, See general fasteningi requitemants. Irregularities in framing and sheathing can mirror through the finisned application, Information on Installing Jarnes 1-fardlo products over foarn can be located in JH Tech Bulletin 19 at ym jWi gnardL= A water-rosis;t1vo barrier is required in accordance with local building code requirements. The water-resiotivo barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. Jarnes Hardie will assume no responsibility for water infiltration. Jarnes Hardie does Manufacture HardieWrap' Weather Barrier, a non -woven non -perforated housewrap', which complies with building code requirements. When installing James Hardie products all clearance details in figs. 3-14 must be followed. Adjacent finished grade must slope away front the building in accordance with local building codes typically a agirrinium of 6" in the first 10'. Figure I Double Wall Single Wall Do not use HardiePlank lap siding in fascia or trial applications. Construction Construction Do not Install James f-Ingirdie products, such that they may remain In contact with standing water water-reststive banglar yraomm HardiePlank lap siding maybe installed on flat vertical wall applications only. plywood or 24" 0.r. Inax. For larger projects, including commercial and multi -family projects, where the span of the -- ---- wa, 11 is significant in length, the designer and/or architect should take into consideration the coefficient of thermal oxpansion and moisture movement of the product in their irdesign. These values can be found in the technical Bulletin "Expansion Characteristics of Jarnes Hardie' Siding Products" at wvAv.JamesHard1e.com. DO NOT Use stain, oiValkyd base paint, or powder coating on James Hard& Products. INSTALLATION: JOINTTREATMENT One or more of the following joint treatment options are required by code (as reforetced 2009 IRC R703. 3.2) A. Joint Flashing (4 (JamesHardierecommended) d B. Caulking* (Caulking is not recommended for Colorl"lus for aestItefic reasons as fit(, Caulking and Colotflius will weather differently. For the same reason, tl_61M do not caulk nail heads on ColorPlus products,) C. " l-l" jointer cover Figure 2 Nag line (It nefil gee is I'd present place fastener between 3/4" I" from top Nan" f inn of plark Instal plarills in moderate coulact at bull johII5 water. rosisim barrio Install a 1 1/4' starter stop to A""', 011stire a coroNront plankangle leave appropriato W between plonks and Irlin, then caufk, Note; Field pat n6nig over caulking may produce sheen difference when compared to the field painted Pronel'It is, `Reim to Caulk ng segian in these instrtmtrons. lfor additional informatiaiiotiNaiTlit)Wral)W(,,attierBarrier, consult James Hardie atl-866-4lliirdleorkv,i,t>,i((Ile,vvr;ip.coiii WARNING- AVOID BREATHING SILICA DUST Jarvis Hardie" products oDatain tespirabio crystaiflaxii silica, which 14 Wrown to lholiurto of Gallunin to cause can" and is considered bV IARG ano N103i to be a cause of cancer bear sono omipallonal sort -es. br2athjrlq exce3silve amounts of resoilable silica dust can also cause a 0sabgnig and polootialk Wet king disease caged 314=13. and be,, bw linked w1h WMr diseases. Sorno studies suggest ourtrill Installation 01 handling: 0) Work 41 outdoor auras with riople verifilalon (2) nir, fiber cerrietif shears for cutfing or, where not toonink" use a Hnalieload(P saw blrnl+ and dust -reducing oicrdar saw athicned to a HEPA vx.uun; (3) vain Oniefs fit [lie knoledlate, area; (4) wear a NOsgi-arpmod dust mask or ro,4iirator (o.g. N 9!5, in accordance with anplicible Oar rinelarergulations andinanufacturet Ins( locItoos to harbor lintit lospirablo silica exposures Lhaing cteart-up, use HWA wwwris orwotdourag) methods - novuOr swoon. For further inlotruation, ruler Installation irisicuoWns and Malarial Wety t)a1a sileel Wttgable at www.jarooshatdocorri or by citflinig 1-800,91,IINME (1 800-942 7342n. FAR-UPE TO APRE TO OUR WARNW1, MSCS, AND INS, ALLATION INPWTIONS MAY t,M TO SERIOW MrSONAL INJURY OR DEATH, W11,1114 KS 11119+114 6/13 F AM74W CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Path, Steps to Siding Z-Flashing te ulred hylRt code 1104 x 4" Min.'/4" Do not caulk in. 111.21, Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Dock to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle Extension s. FASTENER REQUIREMENTS " Blind Nailing is the preferred method of installation for HirdirlPlanko lap -A(Jng products. Face nailing should only be used where reritifred by code for high wind areas and Must net be used in conjunction with Blind nailing (Please see JH Tech bulletin 17 for exemption when doing a repair), Pin -backed corners may be done for aesthetic purposes Only. Pin -backs shall be done with tinish nails only, and are not a substitute for blind or face nailing, BLIND NAILING Nails - Wood Framing Wing nail (0,09" shank x 0.221 " HD x 2" long) I l9a, roofing nail (0,121" shank x 0,371 ' HD x 1.25' long) Screws - Steel Framing 6:31tibed Wafer -head or equivalent (No. 8 x 1 1/4" long x 0.375" HD) Screws must penetrate 3 threads into metal framing, Nails - Steel Framing i_'r & F Paneltast^ nails or equivalent (0.10" shank x 0.313" HD x 1-1/2'" long) Nails must penetrate mirlinturn 1/4" into metal framing. OSB minimum 7116" 11 ga, routing nail (0, 121 " shank x 0.371 " HD x 1 .75" long) Ribbed Water -head or equivalent (No, 8 x 1 W" long x 0375" HD), 101(4'fnh' veriatt 4-— stud 1 _H 14 2C 0 C max AM, Nod ( kie BIM NW Wator Rvs,.%Jvo Banter Figure 15 FACE NAILING Nails - Wood Framing 6d (0J 13" shank ,'(0.267' HD x 2" long) Ming nail (0.09' shank x 0,221 " HD x 2" long) Screws - Steel Framing NbWd Bugle head or equivalent (No. 8 16 it 1, 5/8" long x 0,323" FID) Screws must penetrate 3 threads into metal framing, Nails - Steel Framing ITT & F pin or equivalent (0. 10" shank x 0,25" HD x 1-1/2" long) Naih ML151, penetrate minimum 1/4" into metal framing. OSB minimum 711611 Wing nail (0.09" shank x 0,221 " HD x 1-1/2" long)* Figure 16 24' — O.C. max, Minimum overlap for Both Face and Blind Nailing t314% 1 min. 1 114" 0"Ftapiii 'a"'e mil J_ ba refer Laminate shoot to be removed immediately after installation of each course for colorPluso products. When fact, nailing to OSB, planks must he no greater than 9 1/4" wide and fasteners must he 12" o.c, or Ins. Also see Cieteral Fastening Rpquirprnents; alyl When considering alternative fastening option refer to James Hardie'3 Tecluical Bulletin LISM 17 - Fastening Tips for HarcliePlane Lan siding. 1-1811119-P214 6/13 GENERAL FASTENING REQUIREMENTS PNEUMATIC FASTENING Fasteners must be corrosion resistant, galvanized, or stainless steel. James Hardie products can be hand nailed or fastened with a pneumatic tool. Electro-galvanized are acceptable but may exhibit premature corrosion. Pneumatic fastening is highly recommended. Set air pressure so that the James Hardie recommends the use of quality, hot dipped galvanized nails, fastener is driven snug with the surface of the siding. A flush mount James Hardie is Rif responsiblo for the cocrogion resistance of fasteners. attachment on the pneumatic toot is recommended. This will help Control the Stainless steel fasteners are rimorriniondGrt whoa installing James Hardk,01 depth ft nail is driven. It setting the nail depth proves difficult, choose a products near the ocean, large bodies of water, or in very humid climates, setting that under drives the nail. (thrive under driven nails snug with a smooth faced hammer Does, not apply for installation to steal framing). Manufacturers of ACO and CA preservative -treated wood recommend spacer inatarials or other physical barriers to prevent direct contact of AGO or CA preservative -treated wood and aluminum products. Fasteners used to attach countersunk HardleTrim Tabs to preservative -treated wood shall be of hot dipped fill & add nail zinc -coated galvanized steel or stainless steel and in accordance to 2009 IRG snucl flush DO NOT DO NOT R317,3 or 2009 IBC 2304,9.5. Figure A Figure B tinder drive nails staple Consult applicable product evaluation Of listing for correct fasteners type and placement to achieve specified design wind loads. PAINTING NOTE: Published wind loads inay not be applicable to all areas when; Local DO NOT use stain, oil/alkyd base paint, or powder coating on James, Hardie," Building Codes have specific jurisdiction- Consult James Hardie rechnical I Products. James Hardie products must be painted within 180 days for primed Services If you are Unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and training, Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. It nail is countersunk, fill nail hole and add a nail, (fig. B) For wood framing, Linder driven nails should be hit flush to the plank with a hammer (For steel training, remove and replace nall). NOTE: Whenever a structural member is present, HardiePlank should be fastened with ovan spacing to the structural member. The tables allowing direct to OSB or plywood should only be used when traditional framing not available. 4- Do not use aluminum fasteners, staples, or clipped head nails, product and 90 days for onpirlmod, 100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint inanufactivers- specifications. Back -rolling is recommended if the siding is sprayed. CUT EDGE TREATMENT Caulk, paint or prime all field cut edges, James Hardie touch-up, kits are required to tOUCII-LIP ColorPlus products, CAULKING For best results use an Elastomerc Joint Sealant complying with ASTIVI C920 Glade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTIVI C834, Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. COLORPLUSO TECHNOLOGY CAULKING, TOUGH -UP & LAMINATE Care should be taken when handling and cutting James HardeRi Cobi-PMO products. During installation use a wet soft cloth or soft brush to gently wipe off any rosidue or construction dust left on the product, then rinse with a garden hose. Touch tip nicks, scrapes and nail heads using the ColorPluV Technology touch-up applicator, Touch-up should be usod sparingly. if Large areas require touch-up, replace the damaged area with new Hardlol?lank lap siding with GolorPlusTrichnology. laminate sheet must he removed irurnecliately after installation of each course Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your GolorPlus, product dealer. Treat all other rion-factory cut edges using the ColorPlus Technology edge coaters, available from your COlOrPILIS product dealer, Note: Jams Hardie dons not warrant The usage of third party much -up or paints used as touch-up on James Hardie, ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are rat .lames Hardie touch-up will not be covered Linder the James Hardie GotorPlus Limited Finish Warranty. PAINTING JAMES HARDIEO SIDING AND TRIM PRODUCTS WITH COLORPLUSO TECHNOLOGY When repainting ColorPILIS products, James Hardie recommends the following regarding surface preparation and topcoat application: Frisure the surface Is clean, (try, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oillalkyo base paint, or powder coating on James Hardleo Products, Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature DO NOT caulk nail heads when using Golorf-Ilus products, refer to the Worflus touch-up section HS1 11 19-PY4 6/13 COVERAGE GHARTIESTIIVIATING GUIDE Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS HARDIEPLANK* LAP SIDING WIDTH SQ 5 14 6 114 7 114 7 112 8 8 114 9 114 9112 12 1 SQ =100 sq ft,) exposure) 4 5 6 6174 6 314 7 a 8114 10 314 H 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 1(Y2 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 2BO 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 476 380 317 304 281 271 238 238 177 20 500 4W 333 320 296 286 250 250 186 This coverage chart Is meant as a guide- Actual usage is subject to variables such as bdldiM design, Jaynes Hardie [toes not assume responsibility for over or under ordering of product. RECOGNITION: In accordance with ICC-ES Evaluation Report 6Sft-?,M, Ha(dIePknnk* Iap sIdnq is wogNzed as a sudaid a allemate to that spacfAed in: the 2006,2009,&20 t 2lntematie zl Residentra4 Code fa One - and Two-€arvity Qw,efOtiffs, and fie 2006, 2009, & 2012 International WdingCode,. HardisPirk tap Wing is atso recognized(or application In dye rolknwirg: Ctiy of Los ArWres Research Report No, 2062, Stake of Florida Haling 1=Lit&d9, Wade County, Florida NOA No, 02-0729.02, U.S. Dept. of HUD Materials Release IMc, Tevas oepadmend of Insurance Product Evaluation EC-23, City of New York MEA 223.93-M, and California DSA PA4119. These cbcoments should atsn he consulted for add kunai rife motion cnncernti g the suitabririy of this product krr spaaTtc app6calin s. Q 2013 -names Hardie Building Products, All rights roserved. Additional Installation Information, TM, SM, and @7 denote trademarks or registered it wer arks of k' James Hardie Techno"y Lkrdted.11isa registered trademark Warranties, and Warnings are available atrN p of James HardieTachnologyLimited. www,jarneshardie.com James Hal u ir Panelfasl is a registered Iradarnark of ET&F Fastening Systems, toe. NS11119-P414 6113 MIAMIDAD ) WAMI-DADE COL NiTY PRODUCT CONTROL SECTION 11305 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-24741 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w%vw.miAmidade.goyJegqg2Mt James Hai -die Building Product, lite. 10901 Elm Avenue Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (Al-IJ), This NOA shall not be valid after the expiration (late stated below. The Mianii-Dade County Product Control Section In Miami Dade County) and/or the AM (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to ineet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No, PNL, PLK & SOFF, titled "llardiePanel, CemPanel, Prevail Panel , ; HardioPlank, CernPlank Prevail Lap Siding; HardieSoff"it, CeuiSoffit Panel; bistallation, Details Nvood/Metal Stud Construction", sheets I through 12 or t2, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald 1. Ogawa, P.E,, bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date, by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, Plant City, Florida, and the following statements: "ASTM C 1186Type A compliant" and "Miami -Dada County Product Control Approved" is to be, located on each siding plank or panel and per FBC 1.710.9.2 and t 7109.3 on soffit panels. RE, NEWAL of this NOA shall be considered after renewal application has been riled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Faiture to comply with any section of this NOA shall be cause for termination and rernowit of NOA. ADVERTISEMENT: The NOA number preceded by the words Miatni-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided,to the user by the manufacturer or its distributors And shall be available for inspection at the joh site at the request of the Building Officiat, This NOA revises NOA 0 13-0311.07 and consists of this page I and evidence page F-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NCIA No. 1.5-0122.04 OUNTYM Expiration Date, May 1, 2017 Approval Date: April 9,2615 P"Ige 1 James Hardie Btiilding Products, Jne, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS ",Vubinifted under NOA A 13-0311.0711 1. Drawing No. PNL, PLK & SOFF, titled "HardicPancl, CemPanel, Prevail Panel-, HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets I through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and scaled by Ronald 1. Ogawa, P.R. H. TESTS "Submitted under IVOA N 13-0311.071, I Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of tlardiePlank, Hardiesoffit and HardiePanel, prepared by Intertek Testing Services NA LTD, 'rest Report No. 100733361COQ-004, dated 08/24/2012, with revision I dated 04/25/20 t 3, signed and scaled by Rick Curkeet, P.F. Yubtnitted antler NOA # 02-0729.02" Laboratory Report Test Date Signature 2. A,ri-16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E. 3. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E. 4. ATI t6423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE I. Miami -Dade Department of Regulatory and Economic Resources RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS t. Statement letter of code conformance to the 5h edition (2014) FBC issued by Ronald 1. Ogawa & Associates, Inc,, dated 10/26/2014, signed and sealed by Ronald 1. Ogawa, P.E. Carlos M. ' Utrera, i3.Le. Product Control Examiner NOA No. 15-0122.04 Expiratton Date: May 1, 2017 Approval Date: April 9, 2015 E - I LENGTH -- PRODUCT DESCON SEE PTIO 4. Z & Stud spacing at 16"O.C. DETAIL prevan Panel Sidirig materials are B- 4 nonasbestos fiber cernefit Products 232Z3 6W VICk 15 Al AcA rated tested in accordance with ASTM piyweod sheathing in C, 186 Grade 11, Type A aM meeting a= dance, with Florida of the Fla fida therequirementsBuilcrng Code section Building Code. A Watr- resistive width Length ThIdaless WALL e7 1.1 Florida 8,9,1Y 51,16" OGHT T7Code 4 D § YQ S Section 1404.2 installation Design Pressure 2X 4" S-P-F -76 pe Wood StudswoodtadsimpactResistant - Planks installed over WV'thick 15 ply AJPA rated plywood sheathing Nails at16" O.C. (tYP,) Prevail Panel 318" Wirtimum Edge E)istance Siding j1jE.IA_ jjL-A Sheathing fastener, as described in Note I Panel fastener, as described in Note 2 HardiePanel, CeMPanel, Prevail Panel Siding Waler-resistive barrier per Florida Building Code Section 1404-2 L5/8' thick 15 ply APA rated plywood sheathing fastened in accordance with Florida Code Section 23=3 Z'X 4?S-P-F Wood Studs i he wall and soffit tames are to be designed by the Architect or Engineer of Record in I compliance with the Florida Building Code. C PA P P in N e manufacturer Building Code- ce Acceptance, T` Notice witfi thisc` ETAILS AU nsta shall De one installation r m dat an d. eapplicable sectors 5 wiUlbe installed shall be Pa 0ftheFlorida Siding Wood studsPanel, Cemnel Pre -rcel -' C Of this designed by an iding ode and the. Engineer 7 ch per Florida '3, N.OA sheathing shalt be attached to the studs in Note 1] 51T thick 15 ply APA rated plywood accordance with Florida Building Code Section 23223. TIv sidingpanelsshallbeinstalledover5/8' thick 15 Ply APA rated PIYW00d sheathing SUPPOTt-c by aminimumof2X4" S-P-F wood studs spaced 3 maximum of, 16. O'C' Note 2] The siding panel fastener shall be a 2- long, 0.223" head diameter, 0.092" shank diameter, corrosionresistantsidingnail; the fasteners shall t-e spaced at 6" D.C. at panel edges and intermediatestuds; the fasteners shall be diwen through the 5tr thick 15 ply APA rated plywood sheathing into wood Studs located at 16'0-C- Fasteners shallhaveaminimumedgedistanceof3iranda minimum clearance Of 2" from comem yiARDIEPANEL, cEmPAREL, PREVAIL PANEL INSTALLA11ON DETAILS WCOD STUD CONSTRUCTION James MUdie Building Products, sir- 10901 Elm Avenue Fontana, CA 92337 o I REV A I I pNL-pLK-SOFF Date: 4, r24r -t Creator F— 43-01 ISCALE ZO13 Is 7 1 OF 12 Faster Spacing per Florida Building Code:Section 2322.3± A 4 j kjFastenerSpacingperFlorida Building Code Section 2322.3 ji PRODUCT EEvism ey ssm Cladding Frarring Sheathing FRA_,?f lNG NOMINAL 2" X 4" S-P-F WOOD STUDS IT O.C. FASTENED L`COMMON NAILS (2 PER TOP AND FOR METAL AND WOOD ST 7DS, PROVISIONS FOR DIAPHRAGM ACTION AN©GRAVITY LOAD ARE WITH 3-'Z 1Sd BOTTOM 16d CONNECTION) NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED B3' THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEA TiANN NOMINAL SIS" THICK15 PLY APA RATED PLYW=; HARDIEPANEL, CEMPANEL, PREVAIL PANEL SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA INSTALLATION DETAILS WOOD STUD CONSTRUCTION BUILDNG CODE SECTION2322.3 S;I 4AQ Q .Parses Hardie Building Products, Inc. THE PANEL IS FASTENED WITH T LONG, O.223" HEAD OAMETER, OZ SHANK DiAMETEfz CORROSION 109fl1 Elm Avenue RESISTANT SIDING NAILS, PLACE NAILS o C.C. AT Fontana, CA 92337 PANEL EDGES AND INTERMEDIATE STUDS Phone: 909.356-£3CO size FsCU ryas 43 RE PNL- PL Fax909-427-0634 i A K-SOFF Creator E. Gonzales iscnLE V = T-0, Daie:4.24,2013 Ism--T 2 OF 12 Un LENG*TH— Stud Spa at 16" O.C, SOME* WALL iEIGHT B 3Z, Minimum F106& 1 NN No. STATE ERQQ1QqT-QQ5iP-RLP-:,:QN SEE Hard --Pantile, CempanelZ, & PfevajlS DETAIL A Panel Siding materials are nonasbestos 5/8"thick 15 ply APA rated sheathing fter-cement products tested in ac;cordance with ASTM C1 186 Grade 11, Plywood Type A and meeting the requirements oftometalStudsasdescribedtheFloridaBuildingCode. in Note I PANEL DLA49N-S Walar4esistive Width Length -;-.=Viess barrier per Florida 4! 8,9,101 5116, Building Code Section 1404.2 DESIGN -)3A-j(bPLP&QSSJJRE Installation Design Pressure 209a, 3-51r X 1-5/8" Metal Studs -104 ps, Metal C-stud impact Resistant - J1 Hardiepa Panel installed over 5 ply Cempane1, APA rated plywood sheathingPrevailPanel Distance : Nails at V'O.C. (typ.) siding Sheathing fastener, as described in Note I Panel fastener, as described in i7 Note 2 HardieParielO Siding Water -resistive barrier Per Florida Building Code Section 1404.2 SIB" thick 15 Ply APA rated plywood sheatnq fastened to metal studs as described in Note 1. Zoga, 3-5/8" X 1 -&S!' Metal C-stud The wall and soffit frarnes are to be designed by the Architect or Engineer of Record in complianoe with the Florida Building Code. P. N - SIDIL4S3 jN$y AILLATIONDETAILSj ZZ ;i` t;-C-i; AD .. installationsWibedoneeinconformanceWiththisQmanuilachzer's installation recommendations, and ti,,e applicable sections of the Florida Building Code. Metal studs where HardiePanel, Cempanet Prevail Panel Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O. A. ENote 11 518!'thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at S"oc at panel edges and all intermediate supports using a No.8-1 8, 0.315" head diameter x 1-114' long bugle head screw The siding panels Shall, be installed over W thid< 15 ply APA rated plywood sheathing supported by a minimum 209a, Nominal 3-5Y8" X 11-5,VW-etal C-Studs spaced a ma)dmum of 16' O'C. X 1- 51CT Note 2] 'The skiing panel fastener shall be a minimum No. 8-18, 0.315" head diameter Song* ribbed bugle head screw (*or screw shall have at least 3 full threads penetrating metal framing); the fasteners shall be spaced at 61 O.C. at panel edges and intermediate studv the fasteners shall be driven through the 5/8" thick 15 ply APA rated plywood sheathing into metal studs located at 16" C.C. Fasteners shall have a minimum edge distance of 318' and a minirrium clearance of 2' from comers. HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone: 909- 356-6300 OV%G 140 Fax 909427- 0634 A lI PNL-PLK-SOFF Creator. E. Gonzales SCALE 1rT = 11* 04. Date' 4124=13- iSKEET 3 OF 12 T c'=oyjrg with Bwj6*co& 2Amcp==140 I 4F 7 T-R- WWGi - NOMINAL = GAUGE 3-5V X I W STEEL STUDS 16'0 FASTENED -%ITH SIG"WAFER HEAD SCRZAG (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFRT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE V%7H THE FLORIDA BUILDING CODE qtgAlli"., NOMINAL 5/6"THICK 15 PLY APA RATED PLYWOOD SHEA711ING TO METAL STUDS AT 6'OC: AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.&-18, 0.311 5" HEAD DIAMETER X !-IX LONG BUGLE HEAD SCREW THE PANEL IS FASTENED WITH NO, 8-18,0.316'HEAD DJAMr- TER X 1-5/8' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACE SCREvvs 6- O.C. AT PANEL EDGES AND NTETWEDIATE STUDS Ci3ddlng Sheaffing 13GA S 'TATE I) F cc O.R. FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVrTY LOAD ARENOTPARTOFTHISAPPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOAD$) HARDiF?ANFL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Buddng Omducts, L-r- I OW1 Elm Avenue Fontana, CA 92337 lbone: 00 FSCM NO OV4 NO pNL-pLK-SOFF Fax 909-427-4D634 A Creator- I E. Gonzales SCALE SHE-T 4 OF 12 I WALL 1, -, iElGqTr T Stud Spacing at 6'O.C. B-4— B4 6 SEE ALL i_1GTri DETALA t Code diva t % i CD&'01 3/4"Minimum i Edge Distance Mails at 16"O.C. (typ.) PRODUCT DESCRIPTIONPRODUCT _ HardiePlana, Cen"PlankID, & Prevail* Plank Lap Siding materials are nonasbestosfiber-ce ent518'tKick 15 Ply APA products tested in accordance witratedplywoodAsTmcl186Gradeit, Type A and sbe irq in meeting the requirements of V -,e 4! With Florida Building Code_ ceV Code Section 23223 PANEL JDIMF LSP_Ni Vfater4esisA e lA_hd_thLength Thickness barferPer F101id3 1/2* 12 5116" auu*v Cade Section 14042 DESIGN Z'X 4* S-P-F Installation Design pressure wood Studs wood Studs -92 psf t-ap Siding impact Resistant - Fjahis installed over 5/8"hick / 5 PIY 11a^iaVx5( 16. APA rated plywood sheathing thick sprier S* Sheathing fastener, as hall done in conformance with this Acceptance, the manufactumes described in Note I instal#ion recommendations, and the appiscable onsFlorida Building Code- Lap Siding I, be installed shag be designed by an Wood studswhereFlazdieflank, Cernplank Prevail Engineer orAratitectpertheFloridaBuildingCodeandthe regi cements of this N.0-k be attachedtothestudsin3=fdanc-' INS 4J 5!8 #flick / 5 ply APA rated plywood sheathing shalt Siding fastener, as described in Note 2 vith Floridasuilcllir v Code Section 2322 3. course of the wall with 14W wide - Planks shall be applied hzrizO,ly commencing from the bottom 00 area of each plank is :; $-1/4" vertically. HardiePlank, laps at the top of the plank su& tat the exposure tMote 2] The siding fastener shall be a 2-1/Z long, 0.22Y head diameter, 0.092'shanX diameter, htallf B-114" O.C. vertically and 16'0.C. hoe Cemplank, Prevail corrosion-nasistant siding nail; The si&no is fastened rough 518" Itlick 15 MY APA rated plywood sheathing, fasteners are drivenintowoodstudsth Lap Siding fasteners of lbe overlapping planlk- are placedintheoverlappingareaapproximately314'from the bottom edge 2 Verticalioints shag be placed over studs. IN The 5/8" thick / 5 ply APA rated plywood sheathing supported by a planks shallbeinstalledoverWater -resistivebarrierminimumof2"X4" S-P-F wood studs spaced a ma)dmium of 16O.C. per Florida Building a ;V' Fasteners shag haveaminimumedgedistanceof3. 1, Section 1404 2 HARDIEPLANK, CEMPLANK, PREVAIL StDING 5/8" dick 15 ply APA rated INSTALLATION DETAILS WOOD STUD CONSTRUCTION plywood she ing fastened James Hardie Bulling Froduct-1, fOc- in accordance withFloridaBuildingcodeSec` icn jowl Elm Avenue Fontana, CA 92337 2" X 4' S-P-F Wood Studs S2E FSCM NO DAt NO RE Phom: 909-35 PNL-PI-S0FF h Fax 90 7 L j, ewailandsoffitframesaretobedesignedAbythe Aj- chjact or Engineer of Re=,d in Creator E. Gonzales SCALE 112"= Date: 4)24/W 3 SHMET 5 CF 12 ice with the Florida Building Code. Fastener Spacing per Florida STliding Code Section 2322.3 PRODUCT REVZSED AccepmQac9-16=9 Caft 140 07 ERAWINIZ • NOMINAL 2" X 4"SP-F WOOD STUDS 15z'O.C. FASTENED v4TTF, 3_1C 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED By THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATEIING NOMINAL 518"THICK I 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2322.3 jZLA_A1j[N_Q • PLA1--4-KS,OVERLAP I-114" THE EXPOSURE IS:58-114" THE ?LANKS ARE FACE NAILED WITH 2-VT LONG, 02= HEAD DIAMETER, 0.09T SHANK DIAMETER CORROSION - RESISTANT SIDING NAILS, -PLACED 3W UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCAT)OI\ Fastener per Florida Building Code Section 2322.3 6 in. OC_' Cladding Framing 31 eand4wCaft I - 1 1 $ No.. 121 7 k STATE OF hiawfii—Ai —ftdwa cmww "C.' to R * I X lq NA 010111 FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPLAN), CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS "WOOD STUD CONSTRUCTION James Hardie Building Products, Inc, 10901 Elm AvenuetipFontana, CA 92337 Phone: 909-356-MO FaX 909-427-0634 A PNL-PLK-SOFF Creaitcr. I- Gonzales ISCALS V-W I Data: 4t2412013 IViMT 6 OF 12 IUVALL LEN, S PP Stud Spa , 6 O,C- gat 1 0 ETAJ L A HardiePlanke, CemplankS, and 5X- thick 15 ply APA Prevai)9 Plank Lap Siding materialsarenoriasbestosfiber -cement -cement--------- ----- rated pod st3essterd products tested in accordance withtas AsTm C1 186 Grade 11, Type A and to mtal sluds as described Note 1 meeting the requirements of thein Florida Building Code. wtizb Fim;do barrier Florida RJL K 0@14EKS LO—t4WALL HEIGHT Builcfinq Code Width Length Thicknessi, Section UrAl 5 9-12' I z 51161! ccavell x 1-519" DESIGN PRESSURE RAM Metal c-_tw Installation Design Pressure N RaftaePiank Metal Studs -92 psf ernpla* Prevail impact Resistant - B 'Lap S741n-q Planks installed over 5/3" thick 5 cly314, MiNimum Edge Distance Mails at 16- O.C- (typ-) 1-V4*t4X5M6" tliick starter strip APA rated plywood sheathing DETAILSL_A this noticeofA=eptance, the manufacturer's installationAllinstallationshallbedoneinconformancewithisnotice Sheathing fastener, as recommendations, and the applicable sections of the Florida Building Coda described in Note I - Metal studs where HardiePlanK, Cemplank, Prevail Lap Siding will be installed shall be designed by an PRODUCT ngineer or Architect per the Florida Building Code and the requirements of this KOA Note 1] W thick / 5 ply APA rated plywood sheathing shall be attached to metal stu at 6"oc at paneld. ds S. Siding fastener. as edges and all intermediate supports using a Nc.&18, 0.315"head cfiameterx 1-IX long bugle head screw described in Note 2 Planks shall be applied horizontally commencing from the bottom ofthe wall with 1-1/4' wide laps at the top of the plank such that the exposure area of each plank is 8 -114"vertically. - 18, 0.315" head diameter AW long* bugle headINote21ThesidingfastenershallbeaminimumNo. 8 X2 I screw over metal studs (*or screw shall have at least 3 full threads penetrating metal framing); The siding is FlardiePlank fastened 5 8-1WO.C. vertically and 16" O.C. horizontaIV, fasteners are driven into metal studs through 518" Cemplank, the appimg re app oxi 314* thick 15 ply APA rated plywood sheathing, fasteners are placed in eoved area r mately Prevail Lap Siding ft, cm tj* bottom edge of the overlapping plank. Vertical joints shall be placed over studs. The planks stroll be installed over -518" thick 15 ply APA rated plywood sheathing supported by a minimumWater -resistive 20ga, Nominal 3-5/8"X 1-51VI Metal C-studs spaced a ma>dmum of 16" O.C. 1 A baTrier per Florida Fastersers shall have a minimum edge distance of 313", Building Code Section 1404.2 HARDIEPLANK, CEMPLANY, PREVAIL LAP SIDING L&r thick 15 ply APA rated INSTALLATION DETAILS METAL STUD CONSTRUCTION plywood sheathing fastened to James Hardie Building Products, Inc. metal studs as described in 10901 Elm. Avenue Nate I Fontana, CA 9=7 209a, 3-5/8"x 1-518" metal G-etuci Phone: 9C9-356-6300 SIZE F$CfA NO DAG No REV Me wall and soft frames are to be designed INL-PLK-SOFF by the Architect or Engireer of Record in Fax 909-42-7-0634 A cornpliwce with the Florida Budding Code, Creator. E. Gonzales SC&E 11V=11-01 Date: 4124/2013 Ts ;--7 7 OF 12I - — 0-75n '14 AI so compiyiw wish eke Ekwids Suld5ing GD& Ammm= No 2'-14- -7 FRA MIN -A NOMINAL 20 GAUGE 3-5/8"X 1-SZ'STEEL STUDS 16" 0,C.'FASTENED WITH 518" LONG RIBBED BUGLE HEAD SCREWS (2 PER Top AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING COD;: 55HEkT-1:9—Nq NOMINAL 5/81' THICK 15 PLY APA RATED PLYWOOD SHEATHNG TO METAL STUDS AT 6'00 AT,PANEL EDGES AND ALL INTERMEDIATE 5JPPOUS USING A Nas-iS, 0.31511 HEAD DIAMETER X 1-114y LONG BUGLE HEAD SCREW q Qtj>N—q PLANKS OVERLAP 1- rJ4' THE EXPOSURE IS:5 8.-IX THE PILANKS ARE FASTENED WITH NO. 3-18, 0.315- HEAD DIAMETER X 2-1W LONG CORROSION - RESISTANT RIBBED BUGLE HzAO SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACED 3/4- UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH S TUD LOCATION 6 in. 00i n.00 Claddina Framing GA OF Sheathing FOR METAL AND WOOD STUDS, PROVISIONS FOR DLAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products,.Inc. 10901 Elm Avenue Fontana, CA 92337 Phone: 909-356-6300 FSCM NO OVOGNO REV Fax 909-427-0634 7A ] PNL-PLK-SOFF i Creator: E. Gonzales SCALE 04e: 4/2412013— SHEET 8 OF 12 iEIGHT`! Stud Spacing at 16" O.C. 1Z — i I 318" Minimum DETAE- A HarclieSoffit& & CemsoffiM materials are norwasbestos fiber -cement products tested in accordance with ASTM C1 186 Grade 11, Type A and meeting the requirements of the Florida Building Code, SQEF-LTLQME-N5-LQNS 2"X 4"S-P-F Width Length Thickness wood Studs 4! 1w pp,sjp Lpp SS IRE HardieSofK installation Design Pressure cemoffit Wood Studs 70 psf OGAW A PRODUCA- REVISM Nails at 4!'O.C. (typ-)pij RVASM --Ply* -ixb The Rxi& Distance &A Code A--P NoG--V3 1-07 SY Pro&ja CmarotW#.Wf COM'dPr offit fastener, as essxibed in Note I HardieSoftf, Cemsofft i LMinimum, T X 4PS-P-F Wood Studs The wall and soffit frames are to be desioned by the Architect or Engineer of Record in compliance with t# e Florida Building Code. No- 14) 21 STATE 0, Z4ss, .......... g&g%F,S0f -QUIT-P A NELjAw LLAJJON' - QETMQ T' • An installation shall be done in conformance with this Notice of Acceptance, the manufacturer's jrstaWon recommendations, and tile appricalble sections of ti,e Florida Building Code. Wood stud where HardieScitfit, Cemsoffit will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of th;s N-0-k The soffit shall be installed over minimum 2"X4!'Z'-P-F vr)od studs spaced a maximum of 16'O.C. INote 11 The soffit fastener shall be a 2" long, ().223- head 0.092" shank diameter, oDrrosion resistant siding nail; the fasteners shag be spaced at 4!'0-C, z' panel edges and intermediate studs; the fasteners shall be driven into wood scuds located at 16" 0 C. Fasteners shall have a minimum edge distance of 318"and aminim'Um clearance of Z' from comers. HARDIESOFFIT, CEMSOFFiT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION james Hardie Building Products, Inc, 0901 Elm Avenue Fontana, CA 32337 DM FSCM No DIAC NO A i PNL-PLJ<-SOFF Cre= r. E. Gonzales lscaLs liz- = v-c- I oate: 4a4)2013 9 OF 12 Rw 0 10,UVIn. ------ Cladcring Framing PR&CICrREVISED COMO ieg Wei& ibe FIOCAS Cole iw=0 C-& No 07W7 121 mai —01'= Paz Zc,c:oii- STATE 01 OR Z ERAMNi NOMINAL 2"X 4"S-P-F WOOD STUDS 16"O.C. FASTENED WI TH 3-1r2» 16d COMMON RAILS (2 PER TOP AND BOTTOM FOR METAL AND WOOD STUDS, PRONASIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE CONNECTION) NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARc in—r-CT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE THE SOFFIT IS FASTENED WITH 2- LONG, 0223- HEAD HARDIESOFFIT, CEMSOFFIT PANEL 0WAMETER, O-OM" SHANK DIAMETER, CORROSION FA INsTINSTALLATIONTIONTION DETAILS WOOD STUD CONSTRUCTION NAILSSIDINGNAILS, PLACE LS 4!'O.C- AT PANEL EDGES AXD INTERMEDIATE- STUDS James Hardie Building Products, Inc. 1 Elm Avenue Fontana, CA 92337. Phone: 909-356-MO SIZE FSCM NO — I - , Dw. T40 RE Fax 909-427-0634 A PNL-PJ-K-SOFF I Creatcr. E. Gonzales SCALE Date:4r,4r2013 ISIXE--- 10 OF 12 71— WA" 0GHTi IZETA-IL-8 SEE Stud Spacing at 16' O.C. DETAIL 3/8" Minimum Edge Disance jEk-QQ-U (?-TLO N HardeSoffi,+O & Cemsoffite materials xenonasbesltos fiber -cement products tested inaccordance with ASTMC1186 Grade 11, Type A and meeting the requirements of the Florida Building Code. 20p, 3-5/8' X 1-518- Metal C-stud Width Leno ThiCkilew HardieSoffit DESIGN PRFSSQaE RATL X/ cemcffd Installation Design Pressure Metal Studs Nails at 6" 0, C. (typ.) Soffit fastener, as descr" bed in Note 1 Hard; eSoffift, Cemsoffit 20ga, 3-516'X 1-518" Metal C-stA LThe wall and soffitframes are to be designed by the ArcKz---- or Engineer of Record in compliance with the Florida Building Code, 1. OG MODUCT REVISED REVUED as *MR0yiW voift tbefIccida mano"*- 0tic FbrW q0t&*CNio 0& 7-1) ut I ref -r1 Am= Expiz. 6m STA TE OF PI11 FEU— qEMSOFFIT PANEL INSTALLA7710 N--QE7A All ilnsta ion shall be done in conformance with this Notice of A p ufacturer's instar;ation recommendations, and the applicable sections of the Florida W)dirig Code. Metal studs where HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or ArcrUect per the Florida Building Code and the requirements of this N.OA The soffit shall be installed over minimum 20ga, Nominal 3-518"X 1-518" Metal C-studs spaced a rriwdrrum of 161 O.C. lNote 11 The soffit fastener shall be a minimum No- 8-18, 0.315'head diameter X 1-114'long* ribbed bugle head screw (*or screw shall have at least 3 full threads penetafnq metal ftmingd)-,the fasteners shall be spaced at 6'O.C. at panel edges and intermediate studs; the fasteners shall be driven into metal studs, located at 16'0.C. Fasteners shall have a minimum edge distance of 3X'and a minimum clearance of 7 from cc1T1--Ts- Creator F- Gonzales A HARDIESOFFIT, cEmsOFFIT PANEL INSTALLATION DETAILS METALSTUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Sm Avenue Fontana, CA 92337 FSCM NO 112" = T- 0" DIAG NO R---v PNL-PLK- SOFF Date; 412*' 2013 11 OF 12 F- JO.WNL ------ Cladding 1 I ? Framing i 6.wlm PRODUcrjutwftwwiibI.7 #1 i tCiiOtfdA a #3.3 1.7 ' A NOMINAL 20 GAUGE 3-518" X 1-5/8" STEEL STUDS 16" O.O. FASTENED WITH 5/8' WAFER HEAD SCREWS (2 PER TOP FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE AND BOTTOM CONNECTION) NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE: LOADS) TH E WALL AND SOFFIT FRAMES ARE TO Be DESIGNED BY T' E ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE. 9_r4DDING_ HARDIESOFFTT, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO. B-18, 0.315" HEAL? INSTALLATION DETAILS METAL STUD CONSTRUCTION DIAMETERX 1-1/4' LONG, CORROSION RESISTANTRIBSED BUGLE HEA0, SCREWS (SCREW SHALL HAVE AT LEAST 3 .iasnes Hardie Building Products, Inc. FULi THREADS PENETRATING T FE METAL FRAMING), PLACE 10901 Elm Avenue SCREWS 6"O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Fontana, GA92337 PI' 909-356-6304 s Fscu 40 COG 90 Fax 909-427-0634 A PNL-PLK-SOFF 9 Creator. E. Gonzales Scws 1"=11-0" Date: 4124I2t113 IsrE=r 12 OF 12 4/!8/26 7 Florida Building Code Online DCIS Home ; Log In User Registration i Hot Topics Submit Surcharge { Stats & Facts PUWtcatiom # F8C Staff OCIS Site Map j Links Search b Rt Dx Product Approval USER: Public User Q, tc L,ALxp}[ratfon Search > &vQfizqUMjZ > Application Detail FL # FL12194-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/ Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 Brahman@aluminumcoilsinc. com Authorized Signature Gareth Rahman grahman@aluminumcoi lsi nc.com Technical Representative Paul Frost Address/ Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrOSL@aluminumcoilsinc. com Quality Assurance Representative Address/ Phone/Ernai I Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R, Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R3 C ALC1S001 Ev ua ton Reg rg t2014FBQ4T4Sfficts,ndf Referenced Standard and Year (of Standard) StAnSlard YAM AAMA t402 1986 Equivalence of Product Standards Certified By Sections from the Code https: lNvww.flaridabuilding,orglprlprMapp_dti.aspx?param=wGEVXQwtDquk24AUG%2fEHMrNrkL,4bysAL.EZSXMjsXSGEO%2flCXzYpyxA%3d%3d 1/2 4/18/2017 ' Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending F8C Approval Date Approved Date Revised FL # 1 Model, Number or Name Method I Option D 08/27/2015 08/28/2015 09/04/2015 10/16/2015 04/0512017 1 Alumunum Coils Aluminum Soffit Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ-, Yes Impact Resistant: N/A Design Pressure: +80/-90 Other: See Evaluation Report for limits of use. Description Aluminum soffit panels Installation Instructions FL12194 3 tI ALCiS001 Evalqatlon-KQQqrL2Qj4 F8C Q4_T4 2offitSjWf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports 12124 R3 AE ALC15QOI F13Q_Q_4_T4 Created by Independent Third Party: Yes Qntaq Us :: 201 Blair ebgatLj -I- 4 The State of Florida is an AA/ELO employer. Q 5tlljSmgn& :: BSfVqq_5tater0= Under Florida law, email addresses are public records. If you (to not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail, If you have any questions, Please contact 850.487.1395, *Pursuant to Section 455.275(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. It 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 K you are a licensee under Chapter 455, F.S., please (lick here . Product Approval Accepts; W] W F q M Credit Card Safe https:tlwww.floridabdiding,orgtprlpr2ppjtl.aspx?param=wGEVXQ,wtDquk24AUC%2fEHMrNrkL4bysALEZSXMjsX5GEO%2flCXzYpyxAOlo3d%3d 212 TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: Manufacturing; Quality Assurance: SCOPE Category: Subcategory: Code Sections: Properties: REFERENCES ALUMINUM COILS, INC. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aIumiQuMggiI§inc,g!2Ln Tampa, FL Certificate of Authorization No, 29824 17520 Edinburgh Dr Tampa, Fl. 33647 813) 480-3421 FLORIDA BUILDING CODE 5r" EDITION (2014) PRI Construction Materials Technologies (QUA91 10) Panel Walls Soffits 1404.5,1, 1710.9.4 Wind Resistance Issued August 27, 2015 Entity Report No. Standarg Yqff Certified Testing Laboratories (TST 1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1 577) CTLA 2076VV AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report is not for use in the HVHZ. 2, Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3, Soffits shall be labeled in accordance with FBC Section 1710.9,2 and 1710.9.3. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203,2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3, PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0,016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0,016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0,019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. ALClS001 FL12194-R3 Page I of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INCCREEKSoffits TECHNICAL SERVICES, LL-C PRODUCT DESCRIPTION 16" 04 Soffit Preformed nominal 0,0135-inch thick, 3105 H-14 aluminum soffit anels provided in 16- inch sections. The reported net free ventilation areas are 223 in P, lin.ft for the 'full vent' configuration and 11,1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 1cluil-YM IC-MuUmil ic-lauu-nutL 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit anels provided In 12- inch sections. The reported net free ventilation areas are 12.5 in ? Ilin,ft for the 'full vent' configuration and 4.2 in 2 Ain.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLG of any product changes or quality assurance changes throughout the duration for which this report is valki. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 7 CREEK TECHNICAL. SERvicE--,, LI-C COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 51h Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. t'.ttil k, I I f 111,10 R. PO 2015.08.27 No 74021 07:05:00 CC a -04'00' STATE OF 40 0 R Zachary R. Priest, P.B. Florida "Regtraton No. " 110NAO-' t'0% ' i' OrganizationisNo.i41 ANE9674021 CERTIFICATIONOF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation, Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest In any company manufacturing or distributing products under this evaluation. Zachary R. Priest, R.E. does not have, nor will acquire, a financial interest in any other entity involved In the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (7 pages) 2) APPENDIX B— Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001 FI- 12194-R3 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 7-77 ACREEK LSM TECHNICAL SERVICES. LLC APPROVED SYSTEMS ALUMINUM COILS, INC soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.51 margin of safety per FBC Section 1710.9.4. 2. Refer to LimiTATioNs and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project 7. Typical fastening details are as follows: ALCI5001 a. 12" T4 Soffit — 12-inch o.c. Fastener Fastener Location Location b. 12"T4 Soffit— 4-inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16" 04 Soffit — 1 6-inch o.c. Fastener Fastener Location — 1 Location 4 FL12194-R3 1 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. VAI` CREEK TECHNICAL SERVICES, LLC d. 16"Q4 Soffit — 8-inch o.c. Fastener LnrafSnn Fastener Fastener Location 1" ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-Inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# roved Systems for 164nch Overhang with F-Channel 16,1-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systerns for 244nch Overhang with F-Channel 24J roved §ystems for 244nch Overha with J-Channel Appendix A Approved Systems for 124nch overhang with F-Channel Well Connection Eave Connection System Panel MDP No. Width ps Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max' One (1) min. 318-inch head dia. nail, One (1) min. 318 x 318-inch One (1) min. 1 3/4-inch long x 12F-1 164nch Wood min. 1.254nch embedment spaced Wood crown staple spaced 164nch 0.072-inch dia. x min. 316- 40.0 24-inch o.c. O.C. inch head dia, trim nail spaced 36-inch o.c. Max. Three (3) min. 344nch x 114-inch One (1) min 314-inch x 1/44nch One (1) min, 1 3/44nch long x 12F-2 16-inch wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia, x min. 1/44nch 48 spaced 244nch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. 12F-3 Max Masonry One (1) 14 ga, 5/8-inch long T nail Wood One (1) min 314-inch x 1/44nch One (1) min. 1 3/4-inch long x0.0724och dia. x min, 114-inch 48 16-inch spaced 8-inch o.c. crown staple spaced 8 inch oc. head dia. trip nail spaced 4-8- 64.2 and securing each panel lap inch o.c. AL015001 FL12194-R3 Page 2 of 7 This evaluation report is provided for State of Ronda product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This --valuation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ACREEKll-TECHNICAL SERVICEs. LLC ALUMINUM COILS, INC Soffits Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psD Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- One (1) min, #8 x 1/24nch One (1) min. 1 3/44nch long x Max. inch x 114-minch crown long x 3184nch head diameter One (1) min 3/4-inch x 0.072-inch dia, x min. 1/4-inch 48 12J-1 164rich Wood staples in diamond screws 16-inch o,c- Wood 1/4-inch crown staple head dia, trip nail spaced 48- 64.2 pattern spaced 24- connecting soffit to J-channel spaced 8-inch o.c.. inch o.c. inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 518-inch long T nail Wood 1-inch leg staples spaced max 0.072-inch diameter finishing nag with min, 3/16- 1:53.312-inch spaced max, 8-inch o.c 4-inch o.c. and securing each inch head spaced panel lap 124nch o.c, One (1) 18 ga. 1/4-inch crown x One (1) min. 1 .75-inch x Max Three {3) 18 ga.1/4 nch crown x I- 14nch leg staples spaced max 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nag with min, 3/16- 53.3 spaced 16-inch o.c, panel lap inch head spaced 12-inch o.c. Max One (1) 3/8-inchhead dia. nail, min. One (1) min 318-inch x 3/8-inch One (1) min. I 3/4-inch long xx0,072 inch dia, min. 16F-3 16-inch Wood 1.254nch embedment spaced 24- Wood crown staple spaced 16-inch 3116-inch head dia trim nail t25.6 inch o.c. spaced 364nch ox. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long+ 2716F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.0724nch dia, x min, 114- 1 64nc spaced 24-inch o.c. crown staple spaced 84nch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALCI5001 FL12194-R3 Page 3 of 7 This evaluation report is provided for State of Ronda product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installaUon, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 164nch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No, Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1.14-inch crown x One (1) min. 1.75-inch x 16F-5 Max Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1 -inch leg stapies spaced 4- 0 ' 072-inch diameter firiishing nail with min. 3/16- 43.3 164nch spaced 8-inch o,c. inch o.c. and securing each inch head spaced panel lap 16-inch o.c. Three (3) 18 ga. 114-inch crown x 1 - One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-6 Max. 16-inch Wood inch leg staples in diamond pattern Wood 1-inch leg staples spaced 4- inch c.c. and securing each finishing nag with miri.:3116- t43.3 spaced 16-inch o.c. panel lap inch head spaced I 16-inch o.c. Approved Systems for 164nch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 314-inch x 1/flinch One (1) min. 1 314-inch 16.1-1 Max. Wood crown staples in diamond pattern Wood One (1) min 314-inch x 114-inch long x 0.072-inch dia. x 23.5 16-inch spaced 244nch o-c- crown staple spaced 8-inch o.c. min. 114-inch head dia, trip 31.4 1 1 1 nail spaced 48-inch o.c. ALCIS001 FL12194-R-1 4 of 7 This evaluation report is provided for State of Ronda product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, CREEK TECHNICAL SEFZVICES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 244nch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.114-inch Nominal 1x2 crown x 1 -inch leg No.2 SYP staples spaced Three (3) 18 ga. 1/4- anchored to 12-inch o.c. securing One (1) 18 ga 114- One (1) min, 1,75-inch Max- inch crown x 1-inch rafter with one each panel lap inch crown x 1" chIn 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staples spaced 8- finishing nail with min. 80/-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3116-inch head spaced spaced 16-inch o.c. shank nag x 0.0724nch diameter 12-inch o.c. nch o.c. finishing nag with min. 31164nch head spaced 4-inch o,c. One (1) 18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) IS ga. 1/4- One (1) min. 1 .75-winch x Max inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 801 24F-2 12-inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o 3116-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter c. 12-inch o.c. nail 24-inch o.c. finishing nail with rnin, 31164nch head spaced 44rich o.c. One (1) 18 ga.19-inch crown x 14nch leg Nominal 1x2 staples spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 11/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 801 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staples spaced &- finishing nail with min, 76.6 spaced 8-inch o.c. 1) 7dx 2.25- One (1) min. 1.75-inch inch o.c. 3116-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nag 24-inch o.c. finishing nail with min. 3,1164ncb head spaced I 44nch o.c. ALC15001 FL12194-R3 5 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ACREEKmTECHNICALSERVICES. LLC ALUMINUM COILS, INC Soffits Approved Systems for 24Anch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 14nch leg No.2 SYP staples spaced Three (3) 18 ga.114- anchored to 12-inch o.c. securing One (1) 18 ga. 114- One (1) min. 1.75-inch x Max inch crown x I- rirh raer with onerafter each panel lap inch crown x 1-inch 0,072-inch diameter 24F4 16Anch Wood leg staples in 1) min, 2.25- Wood leg staples spaced 8- finishing nail with min. 801-60 diamond pattern x 7d ring One (1) min. 1.754ncb inch o.c, and securing 3116-inch head spaced spaced 164nch o.cinch shank nail x 0.072-inch diameter each panel lap 16-inch o.c. 24-inch o.c. finishing nail with min. 31164rich head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 14nch leg Nominal 1x2 staples spaced One (1) min. 1 ,5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min, 1,75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. and securing 311 6-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter each panel lap 1 6-minch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga. 1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced No.2 SYP 12-inch o.c, securing One (1) 18 ga. 1/4- One (1) min. 1,75-inch x Max One (1) 14 ga. 518- anchored to each panel lap inch crown x 1 -inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min, 801-60 spaced 8-inch o.c. 1) 7d x 2.25 One (1) min. 1.754nch inch o,c. and securing 3116-inch head spaced inch ring shank x 0.072-inch diameter each panel lap 16-inch o.c. nail 24winch o.c. finishing nail with min. 31164nch head spaced 44nch o.c. ALCI5001 FL12194-R3 Page 6 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. i7ACREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 244nch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width PSID Batten J-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Nominal 1x2 No.2 SYP scabbed between rafters with one (1) min. 2,2_inch x 7d One (1) 18 ga.1/4-inchNominal1x2 ring shank nail crown x 14nch leg No.2 SYP anchored to Three (3) 18 ga- 114-inch -own straight-ratileed through the rafter into the and staples spaced 12-inch o,c, securing One (1) 18 ga, Y.- One (1) min. 1,75-inch 24J-1 Max- rafter with one x 1 -inch leg the batter, or two (2) each parei lap inch crown x 1-inch x 0.072-inch diameter 12-inch 1) min. 2.25- staples in diamond min. 2,254rich x 7e One (1) min. 1.75-inch Wood leg staples spaced finishing nail with min. 3/16-inch head spaced 60 inch x 7d ring pattern spaced 16- ring shank nails toe- x 0.072-inch diameter 8-inch o.c. 12-inchshanknailincho.c. nailed on either side of the batten at each finishing nail with min, o.c. 244nch o,c. batten/rafter X16-inch head spaced intersection. Max. 4-inch o.c, rafter spacing is 24-inch o.c, Nominal 1x2 No.2 SYP scabbed between ratters with one (1) One (1) 18 ga.1/4-inch Nominal 1x2 min. 2,25-inch x 7d ring shank nail x 14nch leg No.2 SYP anchored to Three (3) 18 ga. 1/4-inch crown the rafter into the and straight"alled ll-ugh staples spaced 124ach ..c, securing One (1) 18 ga. 1/4- inch crown x 1 nchi- m One (1) min. 1.75-inch 24J-2 Max rafter with one x 1-inch leg of the batten or two (2) each panel lap leg staples spaced x 0 072inch diameter 16- inch 1) min, 2,25- staples in diamond min. 2,25-inch x d One (1) min. 1-754nch Wood 84nch o.c. and finishing nail with min, 3116- inch head spaced 53. 3 inch x 7d ring pattern spaced 16- ring shank nails - I " Of nailedonx 0.0724nch diameter securing each panel 164nch o.c. shanknailinch0.c, either the batten at each finishing nail with min. lap 24- inch o.c. batterVrafter _ h 306minch head spaced intersection. Max. 4-inch o.c. rafter spacing is 244rich c.c. ALCI5001 FL1 2194-R3 Paqe 7 of 7 This evaluation report, is provided for State of Florida product approval under Rule 614320-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK 1 TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix 8 INSTALLATION Note - Refer to the APPRovED SYsTEms section of this report for additional installation details of a selected system and maximum design pressures limitations, System No. Installation Detail i;&d 'dia' nail a-'Lh min -'%- engag—nr (f,r .,:k:,i zr 971 dl-- n-hi! 01 FASCIA SLIP BOARD FASCIA TRIM ANG WIDTH VARIES) SOFFIT (OVERHANG 12F-1 12F-3 F" CHANNEL or W 11 STAPLE SOFFIT TO FASCIA BOARD #T50 3/8- X 3/8- STAPLE 16" 0,C. FASCIA LIP 1/4- PAINTED S.S. 1 3/4" TRIM `NAIL MIN, 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALCIS001 FL12194-R3 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERvicEs, LLC System No. [ Installation Detail 12F-2 3/4- X 1/4- ---, CROWN STAPLES USING A DIAMOND PATTERN I F- CHANNEL CAN BE INSTALLED WITH THE MAtUN4G FLANGE UP OR DOWN ALUMINUM COILS, INC Soffits Appendix B SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN I'DETAIL FACIA BOARD ASCIA CAP 3/4- X 1/4' CROWN FACIA BOARD STAPLE W ON CENTER 1-3/4" TRIM NAIL 1-3/4- TRIM NAILJ PAINnD S.S. PAINTED Ss. 45, -FASCIA CAP O.C. 3/4- X 1/4' CROWN STAPLE SOFFIT- Max. 12 nch zpan, SOFFIT t SOFFIT & FASCIA DETAIL ALC 15001 FL12194-R3 Page 2 of 12 This evaluation report is provided for Slate of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ACREEK4-w TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER SOFFIT STAPLE OIST DIAMOND PATTERN DETAILLFACIABOARD31WJETWEEN/ 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 L'i—CHANNEL 3/4' X 1/4' CROWN 8' TRIM1-3/4' TRIM NAILWL FACIA BOARO 1-3/4* TRTM NAIL -J STAPLE ON CENTER PAINTEDJS.S. wic'n Zllrlel'l) *18 X PAINTED S.S. 48' FASCIA CAP 1/2 x 3!8' bead OX diam er ScTew' 3/4' x 1/4 14" CROWN STAPLE SOFFTT—max. 12-inch apan SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAI ALC15001 FL12194-R3 3 of 12 This evaluation repo, I is provided for State of Florida product approval tinder Rule 61 G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail j- TRIM RAk FASCIA BOARD PAWED FASCIA CAP SOFFIT r)- CROWN STAKE CFIEM RAFTER BOARD 16F-1 SOFFIT 8 FASCIA 1 6F-5 1A DETAIL FASCIA W; REFER TO SOFFIT It FASCIA DETAIL SOFFIT MAX. 16' J SPAY MASONRY------ $ SUBSTRATE ALC15001 FL12194-R3 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ACREEKmTECHNICALSERVICES, LLC System No. I Installation Detail 16F-3 Y.IY2, dia. na11 -altr., min '1 -.41 min, 5/;3" .rSiaws4,nantiOr a - rhaocckzubatrats! , ZD ce-d as ab.- Ve- ASCIA SLIP BOARD FASCIA TRIM SOFFIT ( OVERHANG WIDTH VARIES) F" CHANNEL FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001 FL12194-R3 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, ACREEKTECHNICALSERVICES, LLC System No. I Installation Detail 16F-4 3/4* X 1/4"'_', CROWN STAPLES QSK A DIAMOND PATTERN I F` CHANNEL CAN BE iNSTALLED WITH THE NAUNG FLANGE UP OR DOWN Cs ALUMINUM COILS, INC soffits Appendix 8 SOFFIT STAPLE OPEN RAFTER DIAMOND. PATTERN DETAIL J3/i 1-1 r FACIA BWO r ------ III CAP 3/ 4- X 1/4- CROWN FACIA BOARD STAPLE ' 8' ON CENTER 1-3/4* TRIM NAIL 1- 3/4- TRIM NAJLJ PAINTED S.S. PAINTED SS. 48' -FASCIA CAP D. C. 3/ 4' X 1 /+" CROWN STAPLE SOFFIT-• Iax- SPZ'--1 SOFFIT SOFFIT & FASCIA DETAIL ALCI5001 FL12194-R3 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SEIRVICES. LLC ALUMINUM COILS, INC Soffits System No, Installation Detail t' T" NAIL FASCIA BOARD PAINTED SS.. FASCIA CAP SCH17- 1 t',j- CROWN STAPLE OPEN RAFTER FASCIA BOARD I-)i- CROWN STAKES EI SOFFIT 8 FASCIA USINC A DIAMOND DETAIL 16F-2 & PATTERN: REFER TO S6filT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP; REFER To SOFFIT & FASCIA DETAIL SOFFIT; 8 MAX It,' SPAN WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ACREEKt-u TECHNICAL SERVICEs, LLC ALUMINUM COILS, INC Soffits Z E System No. Installation Detail OPEN P-AFTER SOFFIT STAPLE OIST DIAMOND DETAIL PATTERN FACA 50AR0 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16j-1 LIM CHANNEL 3/4- X 1/4' CROWN STAPLE *13' ON CENTER 1-3/4- TRIM NAIL FACIA BOARD 1-3/4* TRIM NAIL PAINTED S.S. PAINTED S,S. 48' FASCIA CAP O'C- 3/4- X 1/4- CROW" STAPLE SOFTTT-max- 16-inch span SCFFTT WOOD OR BLOCKC" SOFFIT LISC FASCIA SUBSTRATE DETAIL ALClSO01 FL12194-R3 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC: of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. C R E E K IN 'm 'A TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No- Installation Detail I J' ]RIM NA L j FASCIA BOARD PAINTED S,S' 11 I-,,- CROWN STAPLES SOFFIT FASCiA CAP MAE A MANONO PATTERN, KfiR TO j 1".j, CROWN SIAPLE SOFFIT STAPLE ti DIAMOND PATTERN G!TVL I TM NAILPAINTED S1, FASCIA BOARD SOFFIT & FASCIA DETAIL 24F-1 & i 'A 24F4 I r4' (RDWW STAPLE FASCIA CAP; REFER TO SOFFIT Z fASM 1'x2- SYP T 3/8AffafttnAnwectoSOFFIT: MAX 24- Rafters .;th .d 7d Ring Sh.* Nji at Query Rafter WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALCI5001 FL12194-R3 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0a CREEK TECHNICAL SE:RVICF-s. LLC ALUMINUM COILS, INC Soffits Us . System No. Installation Detail I I- TFM fWL FASCIA BOARD PAINTED SS SMOOTH SnAXX 'XSMOOTHROOFNAts FASCIA CAP 1-.t' CROWN STAPU J I TRIM RAT. PAINTED $5 FASCIA BOARD SOFFIT & FASCIA 2417-2 & DETAIL 24F-5 1*,I- CROWN STAPLE FASCIA CAP; REM TO SOFFIT I FASCIA OETA& S-P Batt" Aactwed to SOFFIT, MAX. 24 Rafters Pith W* Id Roag Sham Nail at WOOD SUBS TRA ALC15001 FL12194-R3 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. z_ ACREEKTECHNICALSERVICEs, LLC ALUMINUM COILS, INC Soffits Appendix 8 System No. Installation Detail I e TRIM NAIL FASCIA BOARD PAINTED SS.. 146A il' 1-NAILS FASCIA CAP SO -FIT 1-4' CROWN STAPLE I TWI NAIL FASCIA BOARD PAINTED Ss. SOFFIT & FASCIA 24F-3 & DETAIL 24F-6 WN STAPLE I FASCIA CAP; R--M TO SDFW I FASCIA GETAIL XqM" 1'.2- 5tP Battt. Anchored to SOFFIT; ?"AX, 24, F -1KANNEL i Raflers -ith 0" 7d RiAg Shank N" at tvery Ratter MASONRY ------ ALC 1500 1 FL12194-R3 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INCCREEKsoffits9TECHNICALSF—RVICES, LLC Appendix B System No, Installation Detail 7— I- IR"n KAIL ,—FASCIA BOARD STAKES PAINTED S" 1,J CRIIVN ",—FASCIA CAP USNG A DIAM0140 SOFFIT ATTERI; REFER TO Z --L DETAIL SOFF4T STAPLE CANTILEVEREC CROWN STAPLE DIAMOND PATTERN RAFTER WAR. FAS" BOARD 11 I TRIM SOFFIT FASCIA PANTED $4 24J-1 & 24J-2 W030 J-CHANKEL r4o'IftnW, I' A 2' SYP batem scat'bed betveen stets an0 secure: 11, 70 Fnz snx* rag twwgl the ratw 4"4 im em of trw t,%te- a two (2--70 prg XW), naft M t&W .40e of the taken 0; tine CROWN STAPLE SOFFIT: t-AX, 74' FASCA CAP; REFER TO SOFFIT L FASCIA atT44 1z' SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 12 of 12 This evaluation report is provided for State of Ronda product approval under Rule 611320-1 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INCCREEKSoffits TECHNICAL SERVICES, LLC Appendix C DESIGN WIND LoADs The following tables provide design wind loads for components and cladding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category 1, 11, 111, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4, All calculations are based on an effective wind area of 1 O_ft2 or less, 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Ka = 0.85 7. V.1t is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610,9.4 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-11. ALC15001 FI-12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure 8 Building Type Zone Mean Roof Heiaht ift) Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 16-9 -19.8 -22.9 -26.3 30.0 33,8 3T9 42.2 46,8 25 16.9 -19.8 -22.9 -26.3 30.0 33,8 37.9 42.2 46.8 30 16.9 -19.8 -22.9 -26.3 30,0 33.8 37.9 42.2 46.8 4 40 18.3 -24.9 -28.6 32.5 36.7 41 .2 45,9 50,8 50 211.5 i19.5 -22.9 -26.5 -30.5 34.7 39.1 43.9 48.9 54.1 Enclosed 60 20.5 -24.0 -27.8 -32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 20 20.8 -24.4 -28.3 -32.5 37.0 417 46.8 52.1 57.8 25 20.8 -24.4 -28.3 -32.5 37.0 41.7 46.8 52.1 57,8 30 218 -24A -28.3 -32.5 37.0 417 1 -46.8 52.1 57.8 40 22.6 -26.5 -30.7 -35.3 40.1 45,3 50.8 56.6 62Y 50 24.1 -28,2 -32.8 -3T6 42,8 48,3 54,1 60.3 66.8 60 25.3 -29.6 -34.4 -39.5 44.9 50.7 56.8 63.3 70.1 20 10.8 12.7 14.7 16.9 19.2 21,7 24.3 27.1 30.0 25 10.8 12.7 143 16.9 19.2 213 24,3 27A 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30,0 4 40 11.7 118 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12,5 14.7 17.0 19,5 22,2 25.1 28.1 31,3 34.7 Enclosed 60 13.1 15.4 17,8 20.5 213 26.3 29.5 32.9 36A Positive Loads) 2C 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30A 25 10;8 127 14.7 116.9 192 21.7 24.3 27.1 30,0 5 30 10.8 127 1 14.7 16.9 19.2 21.7 24-3 27.1 30.0 40 11.7 13,8 16.0 18.3 20.8 23.5 26.4 29.4 32.5_ 50 12.5 14.7 1, 9.5 22.2 251 28.1 313 34.7 1 1 1 60 13.1 15.4 1T8 20,5 23.3 26.3 29.5 32.9 36A ALCI5001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Pule 61 G20-1 The manufacturer shag notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. A.,, TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix C Desi2n Wind Pressures for Soffits in Exposure C Building Type Zone Mean Roof Height ft Basic Wind Speed mph) 120 130 140 150 160 170 1801 190 200 20 21.7 25.4 -29.5 -33.8 38-5 43.5 -48Y 54.3 60.2 25 22.6 26.6 1 -30.8 -35.4 40.2 45A -50.9 56.7 62.8 30 23.6 27.7 -32.1 -36.9 41.9 47.3 -53.1 59,1 65.5 4 40 25.0 29,4 1 -34.1 -39.1 44.5 50.2 i -56.3 62.7 69.5 50 26.2 30.8 -35-7 -41.0 46.6 52.6 -59.0 65.8 72.9 Enclosed 60 27.2 31.9 -37.0 -42.5 4U 54,6 1 -61.2 68.2 75.5 Negative Loads) 20 26.7 31.4 36.4 -413 47.5 537 1 -60.2 67.0 74.3 25 27.9 32.8 -38.0 -43.6 49.6 56.0 f -62.8 70.0 77.6 30 29.1 34.2 -39.6 l -45.5 51 .8 58,4 -65,5 710 80.9 5 40 30.9 36.3 -42.1 48.3 54.9 62.0 i -69,5 77.5 85.8 50 32A 38.0 -44.1 -50.6 57.6 65.0 i -72.9 81 .2 89,9 1 60 33.6 39.4 -45.7 -52.5 59.7 67.4 -75.5 84.2 93.2 20 13.9 1 1.7 24.7 27,9 31.2 34.8 1 38,5 25 14.5 17,0 191 22.6 25.8 29.1 32.6 36.3 40,3 30 15.1 17.7 20.6 23.6 26-9 30.3 34.0 37.9 42,0 4 40 16.0 18,8 21.8 25,1 28.5 32.2 36.1 40.2 44,5 50 16.8 29,9 33.7 37.8 42.1 46.7 Enclosed 1 60 17.4 20.5 233 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 20 13.9 16.3 18,9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 197 22.6 25,8 29.1 32.6 36.3 40.3 5 30 15.1 17,7 20,6 23.6 26,9 30.3 34.0 37.9 42.0 40 16.0 18,8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 191 j 22.9 26.3 29.9 33.7 37.8 42.1 46.7 1 60 17.4 20.5 1 23.7 27.2 31.0 35.0 I 39.2 43.7 48A ALC 15001 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid, This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean Roof Nei Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42,1 47.9 54,1 60.6 67,6 74.9 30 27.9 32.8 38.0 43.16 49.6 62.8 70.0 7T5 4 40 29A 34.5 40.0 45.9 1 -522 56.0 58.9 66.1 73.6 81. 50 30.6 35.9 41.6 47,8 54.3 61.3 68.8 7&6 84.9 Enclosed 60 31.5 37,0 42,9 49.3 56.1 63.3 70.9 79.0 8T6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 -39.1 -45.3 -52.0 -59.2 66.8 -74.9 83.4 92A 30 34.5 -40.4 -46.9 -53.8 -61.3 69.2 -7T5 86.4 95.7 40 36.2 -42.5 -49.3 -56,6 -64.4 1 -72.7 -81.5 90.9 100J 50 37.7 44,3 51.4 58.9 67.1 75,7 84.9 94.6 1048 1 60 38.9 45.7 53.0 60.8 69.2 78.1 87-6 97.6 108.1 20 16.7 19.5 22.7 26,0 29.6 33A 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 433 48.0 4 30 17.9 21 A i 24.3 27.9 31.8 35.9 40.2 44,8 497 40 18.8 22A 25.6 29.4 33.4 37.8 i 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 Enclosed 1 60 20-2 23.7 27.5 31.6 35.9 40.5 45A 50.6 56A Positive Loads) 20 16,7 19.5 22.7 26.0 29.6 33.4 3T5 41.7 46.3 25 17. 3 20.3 23,5 27.0 30.7 347 38.9 43.3 48,0 30 17. 9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 5 40 18. 8 22.1 25.6 29A 33,4 37.8 42.3 47,2 52.2 50 19, 6 23,0 26,7 30.6 34.8 39.3 1 44.1 49.1 544 1 60 20.2 23.7 27-5 31.6 35.9 40.5 1 45A 50.6 56,1 ALCI-';Wl FL12194-R3 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-1 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for Mich this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 318" J-Channel 3/8" 3/4" 1/8' HEM 1 3/4- 3/8' ISOMETRIC VIEW Wo revr r SOMEM, VIEW 3/r PROFtE ALUMINUM COILS, INC Soffits Appendix D ALCI5001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61020-3. The manufacturer shall nobly CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. AFE, R C RE E K lin TECHNICAL SERVICES, LLC Fascia 5 3/4" 7/81, 1/8" HEM 6'FASCIA 7' BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits OEM= ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ACREEKlli TECHNICAL SERVICES. LLC 16" 04 Soffit 25- TYR 0.125 T111P. 15' BLANK 3 / 8 PROFILE 2,625 W. 50 TIYP- ALUMINUM COILS, INC Soffits Appendix D ALL 15001 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specificaily addressed herein, CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 3 1/8" 7/3" If$-- I - 3 1/8" 1/2' 1/2' 31e" 2: TYP, 0.125 TY, 13.75" BLANK 3/8" PROFILE 2,625 Ru. 5w Typ. ALUMINUM COILS, INC Soffits Appendix D 1011 U U LCiP" L-J Il LO D F I M1,T-V PAM" ffI4 SCkf) Lo' c FORW-V ri --WL DnCT*N AS mev END OF REPORT ALCIS001 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. EVALUATION REPORT Manufacturer: Manufacturing: Quality Assurance: SCOPE Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE 5T" EDITION (2014) ALUMINUM COILS, INC. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 Mww.alumlnumcoilsmc,com Tampa, FL PRI Construction Materials Technologies (QUA91 10) Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1710.9,4 Properties: Wind Resistance REFERENCES Issued August 27, 2015 Entity Report No. Standard Year Certified Testing Laboratories (TSTI 577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TSTI 577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report Is not for use in the HVHZ. Z Design Wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail, 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2, 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements, 7. All products listed in this report shall be manufactured under a quality assurance program In compliance with Rule 61 G20-3. PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-Inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia, See Appendix D for dimension drawings, ALC15001 FL12194-R3 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, ALUMINUM COILS, INCCREEKSoffitsMTCCHNICAL. SERVICES, LLC PRODUCT DESCRIPTION 16" 04 Soffit Preformed nominal 0,0135-inch thick, 3105 H-14 aluminum soffit panels provided in 16- inch sections. The reported net free ventilation areas are 22,3 in /lin.ft for the 'full vent' configuration and 11.1 in2ffin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. IC-L&L—Wa: W—MIUL= X-SWAUUM 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Panels provided In 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent configuration. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 11JACREEK TECHNICAL ScRvicF-s, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5th Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. VkR 0% Jj1111111t, 0 E N 2015.08.27 07: 05:00 No74-021 12W5 04' 00' STATE OF 1JJ 0 0 R \0 N Zachary R. Priest, P.E. e, 0"S' S Florida Registration No. 74021 O N A Organization No. ANE9641 1111111110% CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products tinder this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest In any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A- Approved Systems (7 pages) 2) APPENDIX 6- Installation Drawings (12 pages) 3) APPENDIX C - Design Wind Loads(4 pages) 4) APPENDIX D - Dimension Drawings (4 pages) ALGI5001 FL12194-R3 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK Am TECHNICAL SERVICEs, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MOP) were calculated using a 1,51 margin of safety per FBC Section 1710,9.4. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system, 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G, = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project, 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project 7. Typical fastening details are as follows: a. 12"T4 Soffit— 12-incho.c. Fastener Fastener Location Location b. 12"T4 Soffit —4-inch o-c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16'04 Soffit— 16-inch o.o. Fastener Location Fastener Location ALC15001 FL12194-R3 Page I of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC d. 16'04 Soffit — 8-inch o.c. Fastener Lor,atinn Ir— Fastener Fastener Location 1 > ALUMINUM COILS, INC Soffits APProved Systern Numbers and Definitions 12F-# Approved System for 12-inch Overhang with F-Channel 12J-4 Approved Systems for 124nch Oveitang with J-Channel 16174 Approved Systems for 164nch Overhang with F-Channel 16j-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 244neh Overhang with F-Channel 24II I Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection lave Connection System Panel MDP No, Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min, 318-inch head dia. nail, One (1) min. 3/8 x 3184nah One (1) min. 1 314-inch long x 0.dia. x min' 3116ail - 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail 40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max- Three (3) min. 314-inch x 114-inch One (1) min 314-inch x 1144nch One (1) min. 1 3144nch long x 12F-2 164nch Wood crown staples in diamond pattern Wood crown staple spaced 84nch o c 0.072-inch dia, x min. 1144nch head dia. trip nail spaced 48- 48 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/44nch x 1/44hnc0.0724nch One (1) min, I 314-inch long x 12F-31 Max. Masonry One (1) 14 ga. 518-inch long T nail wood crown staple spaced 84nch o.c. dia, x min. 1/44nch 48 164nch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2I11I inch o.c, I ALC15001 FL12194-R3 2 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. U. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 124nch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 314- inch x 1/4-inch crown One (1) min, #8 x 1/24nch One (1) min 344nch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 318-inch head diameter Wood 1/44nch crown staple 0.072-inch dia. x min, 114-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c,, head dia, trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 164nch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psi} Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga, 114-inch crown x One (1) min, 1.75-inch x 16F-1 Max, Masonryy One (1) 14 ga. 5/84nch long T nail Wood 1-inch leg staples spaced max. 0.0724nch diameter finishing nail with min. 3/16- 53.312-inch spaced max. 8-inch o.c, 44nch o.c, and securing each inch head spaced panel lap 12-inch c.c. Three (3) 18 ga. 1 14-inch crown x 1- One (1) 18 ga, 1144nch crown x One (1) min. 1.75-inch x 0,072-inch diameter 16F-2 Max. 124nch Wood inch leg staples in diamond pattern wood 1-inch leg staples spaced max. 4-inc o.c. and securing each finishing nail with min. 3116- 53.3 spaced 16-inch c.c. panel lap inch head spaced 12-inch o.c. Max, One (1) 3/84nehhead dia, nail, min. One (1) min 3f8-winch x 318-inch One (1) min. 1 3/4-inch long 16F-3 16-inch Wood 11.25-inch embedment spaced 24- Wood crown staple spaced 16-inch x 0.072 inch dia. x min. 31164nch head dia. trim nail 25.6 inch o.c. O.C. spaced 36-inch O.C. Max. Three (3) min. 3144nch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 114-inch x 0.0724nch dia x min, 114- 27 16-inch spaced 24-inch c.c. crown staple spaced 8-inch o.c, inch head dia. trip nail Xi I spaced 48-inch o.c. ALC15001 FL12194-R3 3 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL_ SFERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width Psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga, 114-minch crown x One (1) min. 1:754nch x 6F-5 Max.One Masonry 1) 14 ga. 5/8-inch long T nail Wood 1 -inch "ag staples spaced 4 0.072-inch diameter finishing nail with min, 3!16- 43.316-inch spaced 8-inch o.c. inch o.c, and securing each inch head spaced panel lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max Three (3) 18 ga.1 14-inch crown x 1 - 1-inch leg staples spaced 4- 0-inch-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern wood inch o.c. and securing each finishing nail with min. 3116- 43,3 spaced 16-inch o.c. panel lap inch head spaced I 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pit) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 394ach x 114-inch One (1) min 314-inch x 114-inch One (1) min, 1 3/4-inch long x 0.072-inch dia, x 23.516J-1 16-inch Wood crown staples in diamond pattern spaced 244nch o.c. Wood crown staple spaced 8-inch o.c. min. lWinch head dia. trip 31.4 1 1 1 nail spaced 484nch o.c. ALCI5001 FL12194-R3 Page 4 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits UZZEM Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psfj Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 14nch leg No.2 SYP staples spaced Three (3) 18 ga. 114- anchored to 12-inch D.C. securing One (1) 18 ga. 1/4- One (1) min. 1 .75-inch x Max, inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2,25- Wood le- g staples spaced 8 finishing nail with min. 801-90 diamond pattern inch x 7d ring One ( 1) min. 1.75-inch inch o.c. 3116- inch head spaced spaced 16-inch o-c. shank nail x 0.0724nch diameter124neh o.c, 24-inch D.C. finishing nail with min, 3/16- inch head spaced 4-inch D.C. One (1) 18 ga,114-inch crown x 14nch leg Nominal 1x2 staples spaced One (1) min. 1,5- No.2 SYP 124nch o.c. securing One (1) 18 ga' 114- One (1) min. 1.75-inch x Max, inch x 11 ga, anchored to each panel lap inch crown x 1-inch 0.072- inch diameter 801 24F- 212-inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2,25- One (1) min. 1.75Anch inch D. C. 3/16- inch head spaced 16-inch D.C. inch ring shank x 0.072-inch diameter 12-inch D.C. nail 24- inch o.c. finishing nail with min. 3116-inch head spaced 4-inch D.C. One (1) 18 ga.114-inch crown x 1-inch leg Nominal 1x2 staples spaced No.2 SYP 124nch o.c. securing One (1) 18 ga 1/4- One (1) min. 1.75-inch x Max. One ( 1) 14 ga. &8- anchored to each panel lap inch crown x 1'-inch 0.072- inch diameter 8V 24F- 312-inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 76.6 spaced 84nchD.C. 1) 7d x 215- One (1) min. 1,75-inch inch o. c. 31164rich head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24- Inch D.C. finishing nail with min. 3/16- inch head spaced 44nch D. C. ALC15001 FL12194- R3 Page 5 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance Changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS. INC soffits Appendix A Approved Systems for 244nch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No, Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1Y.2 crown x 14nch leg No,2 SYP staples spaced Three (3) 18 ga, 1 /4- anchored to 124rich o.c. securing One (1) 18 ga. 114- One (1) min. 1 .754rich x Max, inch crown x 1-inch rafter with one each panel tap inch crown x 1 -inch 0,072-inch diameter 24F-4 16-inch wood leg staples in 1) min- 2,25- Wood leg staples spaced 8- finishing nail with min. 801-60 diamond pattern inch x 7d ring One (1) min. 1.754nch inch o.c. and securing 3116-inch head spaced spaced 16-inch o.c. shank nail x 0.0724neh diameter each panel lap 16-inch o.c. 24-inch o.c. finishing nail with min, 3116-inch head spaced 4-inch o.c. One (1) 18 ga, 1/4-inch crown x 14nch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F-5 164nch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- One (1) min. 1 .75-inch inch o.c. and securing 3116-inch head spaced 16-inch o.c. inch nng shank x 0.072-inch diameter each panel lap 16-inch o.c. nail 24-inch o.c. finishing nail with min, 3116-inch head spaced 4-inch o.c. One (1) 18 ga.114-inch crown x 1 -inch leg Nominal 1x2 staples spaced No.2 SYP 12-inch o.c, securing One (1) 18 ga. 1/4- One (1) min. 1 .755-inch x Max One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 80/-60 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1,754nGh inch o,c. and securing 3/16-inch head spaced inch ring shank x 0,072-inch diameter each panel lap 164nch o.c. nail 24-inch o.c. finishing nail with min. 31164nch head spaced 4-inch o.c. ALC15001 FL12194-R3 Page 6 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 (320-1 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Approved Systems for 244nch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with one (1) One (1) 18 ga. 114-inch Nominal lx2 min. 2.254nch x 7d Ting shank nag crown x 1-inch leg No.2 SYP anchored to Three (3) 18 ga.1/4-inch crow stmight-nailed through the rafter into the end staples spaced 124nch o.c. securing One (1) 18 ga. Y.- One (1) min. 1 .754nch 24.1-1 Max. rafter with one x 1-inch leg of the batten or two (2) each pane lap Wood inch crown x 1-inch x 0.072-inch diameter finishing nail with min. 60 12-inch 1) min. 2.21_5 staples in diamond min. 225-inch A 7d One (1) min. 1.75-inchleg staples spaced 3/16-inch head spaced inch x 7d rift gpattern spaced 16- ling shank nails toe- nailed an either side of 0. 0724nch diameter 8-inch o.c. 124nch o.c , shank nail inch o.c. the batten at each finishing nail with min_ 24- inch o.c. battenlrafter 3116- inch head spaced intersection. Max' 4- inch o.c. rafter spacing is 244nch o.c. Nominal I x2 No.2 SYP scabbed between rafters with one (1) One ( 1) 18 ga, 1144fwh Nominal 1x2 min, 225-inch x 7d ring shank nad crown x 14nch leg No. 2 SYP Three (3) 18 straight -nailed through staples spaced One (1) 18 ga. One (1) min. 1.754nch anchoredtoga-V44rich crown the rafter into the end 12-inch o.c. securing each panel lap inch crown x 1-inch x 0.072-inch diameter 24J- 2 Max rafter with one x 14nch leg of the batten or two (2) Wood leg staples spaced finishing nab with min. 53.3 6- inch 1) min. 2,25- staples in diamond rnm, 2.25-inch x 7d One (1) min. 1.754tch 8-inch o.c and 3/165- inch head spaced inch x 7d ring pattern spaced 16- ring shank nails toe- x 0.0724nch diameter securing each panel 164nch O.C. shank nail inch o.c. nailed on either side of finishing nail with min, lap 24-inch O.C. the batten at each battenirafter 3/ 16-inch head spaced intersection, Max. 4-inch o.c. rafter spacing is 24-inch o.c. ALC15001 FL12194- R3 Page 7 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note -Refer to the AppRovEDSysTEms section of this report for additional installation details of a selected system and maximum design pressures limitations. System No, Installation Detail min, "ie, h4ad dia. rw_1 -Irh nin, 1!4' woc.9 or 71 d*-,A. T-nN3 ' ,z sut, nAi 1 rng OL 1':k FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHA 12F-1 & 4 NG VADTH VARIES) 12F-3 CHANNEL K zd" C ncr-_e 0z .1 STAPLE SOFFIT TO FASCIA BOARD #T50 3/8- X 3/8- STAPLE 16" O.C. FASCIA LIP 1/4-4 PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty. installation, recommended use, or other product attributes that are not specifically addressed herein. 12F-2 CREEK TECHNICAL SERVICES, LLC No. il Installation Detail 3/4' X CROWN STAPLES USING A DIAMOND PATTERN i F- CHANNEL CAN BE 1-3/4' TRIM NALAPAINTEDS.S. 48' INSTALLED WITH THE D.C. NAILING FLANGE UP OR DOWN WOOD SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B OPEN I 31W BETWEEN SOFFIT STAPLE RAFTER DIAMOND PATTERN ITETAI FACIA BOARD I -------- in W 3/4- X 1/4- CROWN STAPLE *5" ON CENTER SOFFIT - riaY. 12 - _zch span 1-3/4* TRW NAIL PANTED S.S. FACIA BOARD FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DEIAIL ALC15001 FL12194-R3 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid- This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 12J-1 CREEK TECHNICAL SERVICES. LLC No. 1 Installation Detail X 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN J—CKANNEL 1-3/4- TRIM NAJI'j as th One ;1) #8 X PAINTED S.S. 48* 112" x 31 6- head O.C. 4h"e ter scr4.f' 2.1, 0_c. HAMM= 149-21;ArM SOFFIT —max. -22-inch sn-an ALUMINUM COILS, INC Soffits Appendix 8 SOFFIT STAPLE DIAMOND PATTERN DETAIL SE r1fM IFACIABOARD STAPLES J ASCIA CAP 3/4- X 1/4- CROWN_ FACIA BOARD STAPLE *8' ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail JJ I t TRIM faa. FASCIA BOARD PAINTEU S-s. FASCIA CAP SOFFIT I-,J" CROWN STAPLE OPEN RAFTER FASCIA BOARD 16F-1 l I SOFFIT & FASCIA 16F-5 /X DETAIL FASCIA CAP: REFER TO SWIT & FASCIA DETAIL SOFFIT MAX, 16- 1. SPAN MA ONRY-----' SUBS! RATE ALC 1500 1 FL12194-R3 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid- This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. F;Z11 CREEK S" R121- TECHNICAL RSEVICES. PLC System No, I Installation Detail 16F-3 Man. ' 61S a j el I a, na 1 1 wl z-h fedn , I!" n'g a.-, t 'or Zt;-"t : A z I, c r dia, T-1al I r-- ZtL:. :a- I i t-h Mir- ox -lo--k 37LacSd as ncLr-d ASCIA SUP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL W 4, concrete or BI-c-ck 1, FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. q S 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAI ALUMINUM COILS, INC Soffits Appendix B AL015001 FL12194-R3 Page 5 of 12 This evaluator) report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK41 TECHNICAL SERVICES, LLC 16F-4 No. I Installation Detail 3/4' X 1/4' ---, CROWN STAPLES USING A DIAMOND PATTERN I BE - 3/4' TRIM NAIL iNSTALLED WITME F- CHANNEL PAINTED S.S. 48' NAILING FLANGE UP DR O.C. DOWN I WOOD SUBSTRATE ALUMINUM COILS, INC Soffits U-3-33EM OPEN RAFTER Volt= f 31W JETWEN SOFFIT STAPLE j u RNDIAMONDATTE DETAIL STAFLCS I FACIA BOARD FASCIA CAP 3/4- X 1/4- CROWN 1-3/4* TRIM NAlL FACIA 80ARD STAPLE '8- ON CENTER PAINTED S.S. FASCIA CAP 3/4' X 1/4^ CROWN STAPLE SOFFIT- 11ax- sPar! SOFFIT SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix 8 System No. Installabon Detail 1 ' TRIM NAIL fASCfA 6OARO PAINTED S,S- FASCIA CAP WHIT rXi- CROWN STAPLE OPEN RAFTER V A i FASCIA BOARD 1,-n" CROWN --- S TAPLES SOFFIT & FASCIA USK, A DIAMOND PATTERN, REFER TO DETAIL 16F-2 & SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP; REFER z To SOFFIT & FASCIA DETAIL CHANNEI--""." SOFFIT; MAX, 16' 318A SPAN WOOD SUBSTRATE SOFFIT STAPLE CIAMONO PATTERN ALCI5001 FL12194-R3 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 6IG20-1 The manufacturer shall notify CREEK Technical Services, LLC: of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16J-1 ALC15001 OPEN RAFTER 3/4" X 1/4* CROWN STAPLE '24' ON CEN7ER USING A DIAMOND PATTERN CHANNEL 1-.3/4- TRIM NAIL PAINTED S.S. 48* O.C. S0FTTT-max, 1C-inch spaa ALUMINUM COILS, INC Soffits Appendix B I 31ir PCTWEEN SOFFIT STAPLE i DIAMOND PATTERN FACIA BOARD AEr-TINJ ; DETAIL STAPLU ASCIA CAP 3/4* X 1/4:" CROWN STAPLE "S' ON CENTER 1-3/4' TRIM NAIL FACIA SOARD PAINTED S.S. FASCIA CAP X 1/4- PLE FL12194-R3 SOFFIT SOFFIT 8c FASCIA DETAIL Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-1 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. FCC TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail I I- TRhAL FASCIA HARD PAINTED S.S.PA j- CROWN STAPLES FASCIA CAP MAMOND ATTEW REFER TO r j- (ROWN STAPLE tI SOFFIT STAKE DIAMOND PATTERN P DETAIL PAINTED S'S. FASCIA HARD SOFFIT & FASCIA DETAIL 24F- 1 & 24F- 4 -r.1- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL I- xr SYP F- rHANL SOFFIT; MAX. 24' ARi: 4 SbAAh Mad at WOOD SVeSTRA7f--1----- SOFFIT STAPLE DIAMOND PATTERN ALCI5001 FL12194-R3 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. A -_ TECHNICAL SERvicEs, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail j I J' TRIM NAIL ,—FASEL4 eOARO f\ ,—FASCIA CAP ROOF XAA.S 11 r4' CROWN STAPLE IRLI NAR, FASCIA HOARD PAWT 0 SS, SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 1-4- CROWN STAPLE FASCIA CAP; REFER TO SOFF17 & FASEJA OVAk Nomina INZ' SYP wteo "hwed to SDFfJT, MAX. 2,6' F-CHANN& 3 Ratltn .4h oft it Ring shank Nag at every Rafter WOOD SUOSTRATE- ALCI5001 FL12194-R3 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC: of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I TRIPS NAX SCIA BOARD SOFFIT PANED A - ANTZO S,& 1"A T-NAJS ;,,,-FASCtA CAP OFFIT 1-4- CROWN STAPLE I TkN NAIL FASCA KA;D SOFFIT & FASCIA 24F-3 & DETAIL 24F-6 rj- CROWN STAPLE fASCIA CAP; RjfU TO SOFFIT L FASCIA DETA;L Noamw i,xr s'YP F-CHMSEL -ith oi,.e Id SOFFIT; MAX, 24' Rivg Shank Na at ffry Rafter ALCI5001 FL12194-R3 Page 11 of 12 This evaluation report is provided for Slate of Florida product approval under Rule 61 G20-1 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specificaily addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix 8 System No. Installation Detail 11, TRIM *Ait FASCIA BOARD CRORO"" PILES51A FASCIA CAP LIM A DiaMONB SOFFIT PATTERN; REFER TO CROWN STAPLE SOFFIT STAPLE CANTUVEM DAMONG PATTERN RAMP DETAIL FASCIA BOARD I mn NAL SOFFIT FASCIA FAZED S.S. DETAIL 24J-1 & CROWN STAPLE 24J-2 '—FASCIA TAP; REFER TO SWIT b FASCIA GETAk N01WW xT S, P Dam" 5-=n 'alftws a,4 SOFFn; rAx 24- j 3/8A x m: mtt Oank s44 str3rhlaIW it aft., km !be WV I WOOO SUBSTRATE I I of tr, b4tv- Q 1 1,2) 70 n" q SEW' na4s %e4we': Rn claw - 14e W th. ^ra ' W -J* 40, 09."Wp SOFFIT STAPLE DIAMOND PATTERN ALCI5001 FL12194-R3 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, of other product attributes that are not specifically addressed herein. As TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category 1, 11, 111, and IV buildings shall be as defined in Section 1609 of the FBC. 2- Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 104? or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. Vt# is shown in the tables below. Design pressures are multiplied by 0,6 in accordance with Section 1610,9.4 of the FBC, Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension 'a' shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller. but not less, than either 4% of the least horizontal dimension or 3-ft. ALC15001 FL12194-R3 Page I of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ACREEK1TECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Height(ft) Mean Roof Basie Wind Speed mph) 120 130 140 150 160 170 180 1190 200 20 16.9 19.8 22.9 26.3 30-0 - 33,8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 318 37.9 42.2 46.8 30 16.9 19.8 22.9 263 30.0 33.8 i 37.9 42,2 46.8 4 40 18.3 21.5 24.9 28,6 32,5 I 36.7 41.2 45.9 50:8 50 19.5 22,9 26.5 30.5 34.7 A3.9 48.9 54.1 Enclosed 1 60 20.5 24,0 27.8 32.0 36A 41.1 46.0 51.3 56:8 Negative Loads) 20 20.8 24A 28.3 32.5 37.0 41.7 46.8 52,1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41,7 46.8 52.1 57.8 5 40 22,6 26.5 30.7 35-3 40.1 45,3 50.8 56.6 62.- 50 24,1 28.2 32.8 37.6 42.8 48,3 1 54, 1 60.3 66.8 60 253 29.6 34.4 39.5 1 -44.9 50.7 56.8 63.3 70.1 1 20 10-8 12.7 141 16.9 19.2 21,7 24,3 27.1 30.0 25 10.8 123 14.7 16.9 19,2 21.7 243 27.1 30,0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27A 30.0 440 111.7 13.8 16.0 183 20,8 23.5 26.4 29.4 32,5 Enclosed 50 1 14.7 17.0 19.5 22,2 ::=25, 111 28.1 31.3 1 34.7 60 13.1 15A 17.8 20,5 233 26.329.5 32.9 36.14 PositiveLoads) 20 10.8 12.7 14.7 16.9 19.2 213 24.3 271 30.0 25 10.8 12.7 14,7 16.9 19.2 1 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 j 16.9 19,2 217 24.3 27A 30.0 5 40 11.7 13.8 16.0 18.3 20.8 I 23,5 26A 29.4 32,5 50 12.5 14.7 17.0 19.5 22.2 251 28.1 31.3 347 1 1 1 60 13.1 15.4 1 17.8 20.5 23.3 26-3 29.5 32,9 36.4 ALCI5001 FL12194-R3 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, ACREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean Roof Height.(ft) Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 21,7 25.4 29.5 33.3 38.5 43.5 48.7 54.3 60.2 25 22.6 -26.6 -30.8 -35.4 -40.2 -45.4 -50-9 56.7 62.8 30 23,6 -27.7 -32.1 -36.9 -41 .9 -47.3 -53.1 59.1 65,5 4 40 25,0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30,8 35.7 41 ,0 46,6 52.6 59.0 65.8 72.9 Enclosed 60 27.2 31.9 37,0 42.5 48.3 54.6 61.2 68,2 75,5 Negative Loads) 20 26.7 31A 36.4 41 ,8 47.5 53.7 60,2 67.0 74.3 25 27.9 32-8 38.0 43-6 49.6 56,0 1 -62.8 70,0 77,6 30 29.1 34.2 39.6 4 .5 51 .8 58.4 65.5 73.0 j -80.95 40 30.9 36.3 42.1 483 5C9 62.0 69.5 77.5 85.8 1 50 32, 1 -38.0 44A I 50.6 57,6 65.0 4Z9 81.2 89.9 60 33.6 -39.4 -45.7 -52,5 -59.7 -6T4 -75,5 84.2 912 20 13.9 16.3 18.9 21.7 247 27.9 31,2 34.8 38,5 25 14-5 17.0 197 22.6 25.8 29,1 1 32,6 363 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42,0 4 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16-8 193 22.9 26.3 29-9 333 37-8 42.1 4&7 Enclosed 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48APositive Loads) 20 13.9 1U 18.9 21.7 24.7 27.9 31.2 1 34.8 38,5 25 14.5 17.0 19-7 22.6 25,8 1 29,1 32.6 36.3 403 5 30 15A 177 20.6 23.6 26.9 3U 34.0 37.9 42,0 40 16,0 18.8 21.8 25.1 285 32.2 36.1 40.2 44,5 50 16.8 29:9 33.7 37.8 42.1 463 1 1 1 60 17,4 20.5 217 27.2 31,0 35,0 39.2 43.7 48,4 ALC 15001 FL12194-R3 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product. attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in EX-Rosure D Building Type Zone Mean Roof Height (ft) BasicWind Speed mph) 120 130 140 150 160 170 18011 190 200 20 26,0 30.5 35.4 40,6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36-7 42.1 47,9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 6M 70.0 77.5 4 40 29A 34.5 40-0 45.9 52.2 58,9 66.1 73.6 81.6 50 30,6 35,9 41.6 47.8 54.3 61.3 6&8 76.6 84.9 Enclosed 60 31,5 37.0 42.9 49,3 56.1 63.3 70.9 79.0 87.6Negative Loads) 20 32.1 37.7 437 50.1 57.0 64A 72.2 80.4 89,1 25 333 -39.1 -45.3 -52.0 -59.2 -66.8 -74.9 83.4 92.4 30 34.5 -40A -46.9 -518 -61.3 -69.2 -77.5 86.4 95.75 40 36.2 42.5 49.3 56.6 64.4 72,7 81.5 90.9 100.7 50 37.7 -443 -51.4 -58,9 -67.1 -75.7 -84,9 94.6 104.8 1 60 38.9 45.7 53.0 60.8 659.2 78.1 87.6 97.6 108.1 20 16.7 19.5 22,7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23-5 27.0 30.7 34.7 38,9 48,0 30 17.9 21.0 24.3 27.9 31,3 35.9 43,3 40.2 44.8 49.. 4 40 18,8 2.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 Enclosed Positive 50 19,6 210 26-7 30.6 34.8 39.3 44.1 49.1 54A 60 2 23.7 27.5 31,6 35.9 40.5 45A 50.6 561 Loads) 20 16.7 1 19.5 22,7 26.0 29.6 33.4 37.5 41.7 463 25 173 20.3 23,5 27.0 30.7 34.7 38.9 43.3 48.0_ 30 17.9 21.0 24,3 27.9 31,8 35.9 40.2 44,8 4975 40 18-8 22.1 25.6 29-4 33.4 37,8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 348 39.3 44.1 49.1 54.4 60 202 1 23.7 27.5 31.61 35:9 40.5 45A 50.6 56.1 AL015001 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-1 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 318" F-Channel 3/8" J-Channel C 3/8" 3/4" 1/8" HEM T'! l{ 3/4-- 3/8' ISOMTRfC WE./ 319, PRDFLE UMETPiC VIEW 3/r PROKE ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or qualify assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/8" 1/8' HEM 6'FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits U.M.M= ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, A CREEK TECHNICAL SEfZVICES, LLC 16" 04 Soffit 121, TYPI 18' BLANK 3 / 8 PROFILE 2,625 RU, T7 mI LWMM tORMED m SME DRECr-ON AS R!85, ALUMINUM COILS, INC soffits Appendix D ALC15001 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INCCREEKSoffits o TECHNICAL SERvicEs. LLCi9 Appendix D 12" T4 Soffit 3 118" -1-7/8" 1 3 1/8' J-7/8--j- 31/3" 1/2" / I \" I I I I 1/2" 3/ 3/8- 13,75** BLANK 3/8" PROFILE 2,625 REF. 5.0 TYP, a125 1-51, L Ell M U11 L", U L U U U 0 0 Zf 0 '01 MOO 'w4rg Mj' SCA r, LOiNERS FDA#AW N SANE 1>-UM4N AS FM'; END OF REPORT ALC15001 FL12194R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Florida Building , Code Online Page I of 2 i 13CTS tame In Use, Reg Smihol Hot Top CS Submit Su, -Charge 3taCa 8 ^acts FBC staff i &Cli S"'o Map rk,s i S*ach Busines t ApproProfessionalUSER: Product PwAk, Use, val Jtat to.C- "I > APPI(Cdt— "tail FI-1971-iF Application Type New Code Version 2014 Application Status Applied Far Comments Archived Product Manufacturer Address/Phone/Email Authorized Sigraturt, Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Silverlini-, [tuiltffnq Products Corp. One Silverline Drive North Brun wlck,, N) 08902 900) 234 Z8 Ext 4644 3ol-berrianCasIbfixorn Jon l3err, an 3onberrian ft,sJbp.corn Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Cet-Lification Agency Window and Door Manufacturers Association Validated By Window and Door Manufacturers Association Referenced Standard and 'ear (of Standard} Standard epx AAMA/WDMA/CSA 101/1—S.2/A440 2011 AAMA/WDMA/CSA 1C1/l.5.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Methoc Date Submitted Date Validated Model, Number or Name Method I Option A W/16/2016 Description http://www.flot-idabuildiiig.orglprlpr_,ipp__,dtl.aspx'?paraiii—wGEVXQ\vtDqtvA(fo2bxtnzkl ... 2/19112016 Florida MIding Code Ontll)e Page 2 ol'2 19115A J'Serh' 2900/4900 Singli! I Itrig Limits of Use Approved for use in HVHZ., No Approved for use outside HVHZ. Yes Impact Resistant; No Design Pressure: N/A Other: See Irtstaliatio:) irlstrucricins, SWCOC2, and Product Evaluation kepoft, PER3947, for desigl% Pressures and hirsta0ation requirements. Extruded Vinyl Single Auriq Window Certification Agency Certificate F! 2 -,t - ii QQ, dfL— j, tj , Quality Assurance Contract Expiration Date 12/16/2016 Installation Instructions Verified t3y: Hermes F, Nor-aro, PJ% Florida P.F. 73778 Created by 1foletwriderit flhird Party: Yes Evaluation Reports A a ' e d ty independent Tnird Party: Yes R'eEill Et CM)tdLt-U5 :; 1940A,otp Moq'qeS-1t=L i:Ajtf Tod Slate of o,,da ;i an AA/eaO tooptuye,, Caaicqht Joder Florida tax, email addresses are 1).Lllk records, U you do not want your e-mail address released in m5ponse to a request, do not %Owl ele( Maic mail to this ..tty. I'stead, contact the office W phone or by traditional if you It—. o,,y quusta,%, ioSease contact 850.487,1395, 'Por,,,aot 10 WTwn 455,215(1), Florida statutes, effect" October 1, 2dU, icln%ee-s licensed under Ci',411e, 455, F.S.Fxovrlethe Department with an address if fil uwy haveone. e ernotts, provided may ta used far 01fidal communication with the itcer'see, tio"evot e,110 addre> are p.11.4,; record, If you no rct onst, saplo+y a personal address, please ;xovkie the D,.g)aftment with an email addres,3 which can he made avaaabje, to tre Dvolic, To Oejoco-,tie if you are a uuon, Chapter 455, F. 5., Please click t, Product App. o.al Accepts: M H 0 littp://www. flor'[(IabLli[ding.org/1-fi-/pt--_aI)p__dtl.as[)x?p,ii'aiii--w("rf:VXQ",[])(,Itv`/"2tixmzk1.., 2/19/2016 SilverUni 1AL, A- I4N07- wAndersen O'E Ii;;NETALLA7V4 ANCHOR 6 REOWRED AT EA, ANCHOR I,BrA1,ON SILVER LINE BUILDING PRODUCTS 2. R' SERIES 290014900 UMBER Of ANCHIORSTO, BE L;SLD FOR PRO- S AILA'ION OP THI, A'AMMUM S;ZE L!STED, 3. INSTAI. INDIV0U,1',, EXTRUDED VINYL SINGLE HUNG WINDOW 11,11H i- llif'ICi - V ',OCA TfON' S, S,'`ACJNA N 1 HP ANCJL40er LAYOUT E`ATA:i_S I,c , ww.o i c N'OLRAIION O !OLL 1414( LS 1ITH 1ANCLS Aq1 NOT ITNz IMPACT) 1I-ATIVF !NS'ALLAT,' N ANCHO k 10, TH Ni)(', (NON 4, SF: IM AS RE C;; Rfr) fT EACH INS-, A; IA70N ANCIH'W74,-OAD BEARINIj A, F SHIM EHM(S7, MAX:NIT IA W 41 OA (FA, STALK TO BE 3/8 NCH S141M WHERE 6E_NERJ L _1140Te _S_ 4' IJ TA&iJE OF CONTENTSZ t' 04 H 1,54 DE NS' TY P,AST 1C OP. SET-, ER. THE PRODUCT SHOWN H' BAB! N Is O'SrNFD ANr AND HAS BEEN S. FIX INSTALLAT*&IN: OR INSTALLA-10N:N-0 WOW FRAMING 4fE; WOOD (ZE14) FLOP BWLDiNG CODE (FEC), EXCLUDING Hrmz SHEET ;,SOSION SHEET C CSCR:P-1014 SCREWS OP. t 1 GAUGE ROOFING NAILS 09 10d COM ION NAILS 0'- EVALLIA, ED ACCORDING TO THE u INSTALLATION& GENERAL Z S ? Q S! j"" f(:)LN I, L NGTV, TO ACHIEVE 1 1/2 ACH WNIMUM EMBEDMCN- INTO WOOD FOLLOWING- 5 LIBSTRATE. INSTAI CATION SPA LI MANTAiN VIN, 3IS7 WEE DsTANCE, ELEVATION :x -Z 6, FIN INSTALLATION. FOR INSTAL LA-1114 - INTO METAL STI.1.1) U5E AS 2. A DEaUAClOF7.V HEEX STINGRUCTUP.AL 11 _3AIJ IOR i.AYOUTS w SELF SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A VINVAWA OP CONCRETFiMASONRY, ZX FRAMING, AND METAL fRAMfNG - -____1 JCY THR ADS PEISP RA71ONSEYOND METAL WALL, INSTALLATION SHAI I 'AAINrA N AS A MAIN WIND FORCE R-S!STING SYST EM CAPAR, OE 4 AZT71CAL A HE31.ZTZOFJTAL SECTTOKS (NATI FIN) MIN, ',;S F ", IF NST, ANCE. W, rHSTAND(NG AND TRANSFFRRNG APPLIED PRODUCT I AD5 TO PE FOLNDAT UN IST I- I 1-6 -17— < 7, THROUGH FANIFINSTAtLATION: rCP INSTALLATIONNTO WOOD PRAVNIS 'OPrzO'JTAL SEC77CI45. BUCK ZNSTAUA7TON, 'I 6LAMNG 1 10 USE t10 WOR I i 2C SCREWS OFSUIFICIER_ I N GTH -. 0 ACH ! FVP I . 1/2 1 NCH NSTALLATiON. I IALN:MUM EMBEDMEN' T NTOWOOD SURS79ATF, y. I IX AND ZX SLICKS jWfICN JSItI; SHALL BE CE5EGNEO AND ANCHORED AS SPECO Ff) HERENLREF,5 T1_ SHZET6 FOR B. THROUGH FRAMEINSTALLATIONk-.k ',STAI IAT ON THROUGH IX BUCK MAX OVERALL STZF. t,4AAT)NPY USE 7/16 fNCH U) I ONCRE I NASONRV, OR DIRF(TIV INT(T C(1.14 7qFTF, FURTHER DETAILS Of SUCK INSTALLATION. LAM I, ' HrICH! ! MPA,-T K N6 ETER TYJ APCONS3-5 SL;FI`t-"n1 LENST TO ACI,ILVE 1-1/1 NCHI W:BTI z 4, "Hf'F !KSTALLACN OETA L_' DESIP,;BED HCREWARE TL GENERICANDMAYNO. REFLE, ACTUACONOFTICUS 7ASPECc,C S:T -, iF STE CONBfT ONS CAUSE NSTAEAITION 36' 64' O/X -35 1 -35 P5F NON IMPACT j 9. THROLIG14 FRAME INSTALLATION POF INS741LATNCIN N7O. MiTAL S-,UO jS' TODE Ml- VSED ENG'NEER OF ARCJ4iTEC7, SHAL PREPARE SITE - - 0/)( .5C -50 PsF NON IMPACT 4 A LICE ZE, 66 N O1X__ I SCRc kS 0' S' j i'' NT'_ ENGTH TO ACH EVE A MINVAU SPE7 I -'K' P NON IM;AC7 C 3 RIADS PEN r4Af I' ON BEY' T%D fAFTALWALL N, E:C C VWEkTS FOR USE W114 " Hit 00CJMEN- IN 38— 51, P5F N 'Vd E EAS, ONE TIVE Pq0OUCT > Ix A HVPIZ FMREOVFrT Af,4, F7)- :IS77AN,E EX, kj')E WA' AV7FIOVA4 TO Fir 11KIA Nl' PROM wAMi. 0A'1F REP. OR 38, 7r Oix -35 -35 ESE NO.. TMPACI AHI O/X 5c PSF jy 1 Lt45TALLA-f0EI ANCHORS ANC AS5,TCA-, - I; A R)WAR F MUST F kA4C'JE LIT5 APPROVED WPAC- PROJEC7VE S"STEM, IS RECWIRED ON I "T 72' __/x .35 -35 I'M IMPAC-1 ON -EE*TAT M NATE!; .AL T iSPROD',X LOP CSITOF, HAVE A (,FAC !0% Rf'Si5TAN- 46' 84, O/yl -21 NON TVIAAC-, A COATING, 6, WNDOWIRAMENIATERA, IVC 52, 77 OrX -Z., - 25 ISF ,he "WAC- 12, f0--Ot--W . L K AND 3ROI > NOT INSTALL. 36' 83 75' O/X(1O;L1FL', -.15 'SF NON EAAPAC7, OISTA ZA-i014 ANCHORS NC MOqTAR 10,11,Ti, Frl-F DISTA307 15 MEAS'p'D IN AC-ORD4NCE THE STH ED',IiON FK, NOOD Fr'OVL_REE CO M P ONF SfT , S HALLHAVE BEEN - ES RVAIIVE TFEA-E 916- O/X,' Fl,J, -20 f -20 05F NON TWACT C:)CL 'I, O'OCK OR L06K 0 M,7AR CIN-N-O FACE SHELL 0; i "CIPZ atn'K OR SHALL BE G. A CCRAFtE SPE..-' S AS DE!Nlf) IN CA 2 62- O/x_-/x -35 / -2-1 PEE NON IMPACT 13, :NSTA LA7LON ANCHCA.5 a"A- BE NSTA; LED IN ACCORDANCE WJHI ANCHcq 72, I S4' C/X-,,/X 1 -35 X j -35 ESE N IMPACT S. G LA.55M 'S'NE A EQLU; REME ITT, 5 0 c ASTV 1300 MAN u PACTURF R'SNg'ALLATtON INSTRUMONS, AND ANCIKORS5HALIIXTBELSEOINSJSSIRATESW1HSTRENGTHSLESS THAT THF.IARIAMUM STR;N*'4 .,LASS c -S. SEE SHEET , 6 FOR G AZING DETAILS. 76' 62' 1 OIX-OIX 501 / -" ESE N'S, _MPACT z SPECNED BY THE ANCHOR MANUFACTUPPA, W -oNON 1-WA0 72' O,x/x f P 1 -50 SF L: 4LI", 14. R 76, 7r (,,/X-O/X I 215 P5F 1 JO NSTA LATIONANOHOR CAPAOT*S 'POP I'ROOLICTS, REIN A E BASED 014 NON IMPACT SU6STRAT, MAT ERW S w , I TH THE FO_; - OVANS PROP RUES: 74' O/X-C/X -35 -35 ESE NON EA&,Ar l " MNIMUK'! SPFC P C GRAVITY 0. so A. VIVO= 0/ _O/X 30 -30 PSF w E. 96, 74' 17 f, "3A("j T-'IIiFr),`.MI,- t;4ITS1RENrrR C-BII WITHNONIMPACTM'N'r_A jM COMPRF S,;IVF S- UZFIOTH OF ) W FA(ANDGROUT CONFORMS 108" 62, 0/X-O/X-O/X -50 / -50 PSF NON IMPACT Te ASTNT C 416 MINIMUM GROU I CONIPR SSiV, SI P. FN(--,7 H OF 2(= "I a/X-O/X-r/x -50 / .50 PSF NON EMPACT D. HOL LOWSLOCKCII00 - z PAKM PACOMPFZESSIVES!rENG-H(-jF2=PSI, !OA' B4` C/)<-O/X- C/x .25 1 -Z5 PSF 3: z E. STEEL-U MIN N MjA Y1 ELDSTRENGTHOF33I(SI, MINN"AUNi WALL 1HICKNIFiS OF n7,E DING F, A 7HfCKNE55CF SWb002 U16-. r1N. 112- EDGE DISTANCE, Digitally signed by Hermes FNorero, P.E. Reason: I am approving this document FL#: FL19715 Date: 20. 6, 02.03 09:40:44-05'00' 1 OF 6 MAX, 7ZAM-- 49- 4 1 QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FORALL2901--490*1 RATINGS, SINGLE UNIT CONFIGURATIONS ELEVATION SINGLE HUNG WINDOW MAX, r-PAMF QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 2902-4902 RATINGS, TWIN UNIT CON;ICUXATIONr MAX. F2, HEl IGH7ELEVATION r' vfNs—m`GLE tiu—fo<IK-50w MAX- FkAb 71 MAX. FRAME Wlb-, l-, 48- ELEVATION SINGLE 11UNG ORIEL WINDOW MAX.. A. ME W.-!) H i 118, i TRIPLE SINGLE HUNG WINDOW Silver Line Awkrsm O au z ea zLA Z SWC) 002 SHEET: 2 OF 6 2' MAX, 1:"MAX, Pom o'c' l!" MAX. Oc. 2" MAX FROM ANCHOR LAYOUT NAIL FIN. SINGLE 40NG WINDOW C" MAX, 20' MAX, CORNEAS O.C. 20" MAX, 6" MAX, FROM copNciZ5 ANCHOR LAYOUT WIK-Dow Z' fAAX, FpOm —i 4 1/2'MAX, COkNFk5o.c' 112'MAX. O.C. 2" MAX FROM C0IZNEZS 6' MAX. FkOM. CuRtfERS 6" MAX. I FkOM --I COZNEPS 4 112" MAX. ANCHOR LAYOUT NAl FIN - TWIN SINGLE HUNG WINDOW Z 3/4' MAX. O.C. MAX. FkGM 6',V.AX, O.C. I' MAX. FkOM CO;ZNEkS 6" MAX F:ZOM cozkEzS AIQCi-I ,k STRAP 6- MAX. P/14 50-2995-2 FROM SEE SHEE"r 5 FOR DETAILS c(')pNFZ5 ANCHOR LAYOUT THROUGH FRAME -TWIN S114GLE HUNG WINDOW MAX. 6" MAX, o'f ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW 12- MAX O'c. P/k, 50-2995-2 SEE SHEET 5 FOr DE—Al-S ANCHOR LAYOUT THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW SilverLjn( 16 Z D C) z Z LLJ N 3* r-- z Olin 7 t;wcl # SWD002 SHEE:T. 3 OF 6 CONrP,E-TV MASONJZY 1 !/Z' AkIN, BY OTHERS CAULK nFTIAIEEX, CONCRETE/ MASONky " ix W=) 8LICK BY OTi41E;zs zxwo-_b SEE SHEET 6 Fo;z CC Nh,EC "ON LIE-, AILS 8,w000 S,:ZEW-- LA T70N ANC: 10' Y 0THfP5 PERIMETER / SEALANT UWT 4E!&,4T EX P SEE GLAZTNC, DETA_-,L, SHEET 6 VERTICAL SECTION 41 HEAD- 2)(WOOD SUCK NAIL FIN SEE GLAZT,,' DCTATL,SHEET 6 EXTEp4roR 3/8, mr,111, EDGE D157, 1/4' MAX MAX -SH.M.SPACE SHIM SPACE SASH kFINFOPCIING, SEE SHEET 6 FOR REQUIREMENTS SEE GLAZING r)E7411, 51,EET6—',, SEALANT' BY 07-IEZS 114',IIAX, EXTEPITOZ Fltqls{ SHIM SPACE J.0 RY OTHERS 48 woor SCREW ----- 318" mvl. _I EbGE D157, BY OTHERS SEE SkEFT 4, FOP— CONNEC71.0N r,,FTA'LS CAULK bETYVEEN MASONRY CCKLRE TIE/ MA50N4Y A, 2X 0—,4FP.S INOOSUCK $y OTucRS EMREtME,-JT VERTICAL SECTION SILL - 2X WOOD DUCK 4,/ NAIL FIN MIN". 3/8' EDGE NSTANCE mrN. 3 r-- PENE-,kAT`l0N BEYOND METAL STRUCTURE era R, 5 SELF-TAPP7,K16, SCREW INISTALLA770NANCHOR METAL 5TUtIRYCITHEP5, SHEET! IW57AULA77TON NOTE ; 4 EXTERIvR FTINTSF, RY OTHERS PE; z,.ETE;Z SEALANT RY HORIZONTAL SECTION JAMS - METAL STUD NAIL FIN m IN SilverUne bAn& rsen r4 x 7, zi E F 7- :: E V_ Z SWC) 002 SHEE 7 4 OF 6 o woor, Sc;ZF*' .,-, N57ALLA CONCkETE/ MASONkY BY OIHFRs CAULK R;:'7;'NrPN t:/MASCNkY -+-:--,L4- BY 07S-CIZS j 3/4* MIN. ti E DISTANCE 2X WOOD BUCK/STUD BY 0-1 HIERS, SE. sHEET b FOR CONKIEC710N DETAILS SASH I SEE SHEET 6 FOR :Z( I Ila, MIR EMBEDMENT 1 1/4" MAX, PEPIME EZSEALANT— SHIM SPACE By OTHERS 0 A, UNIT HEIGHT SPE ' LAZ:NGr DETAIL, SHEET 6 VERTICAL SECTION HEAD - 2X WOOD SUCK THROUGH FRANIE SEE CLA71% DETAIL, SHEET 6 AEr'Z-AZVN(, bET AIL SJEET 6 1/4' MAX. _, , SHIM 5PACF j MIN, 3 THREADSFIPENE-iRA ON BEYOND METAL STRUCTURE MTN, U2 ELSE DISTANCE APYIV,50ZI:W STALLATTON AN`040c MEAL TiAE/STUZ l 04 APPROVEDULL:GN BYO —,r-IEkS, SEE SHEET! INSTALt,ATOt4 NOS 14 kIMPTFIZ, SEA' - ANT BY OTHERS C.A. UNIT WIDTH F HORIZONTAL SECTION 11 IAMB - METAL TUBE/STUD OR APPROVED MULLION THROUGH FRAME 5) #14 PANCAKE HEAD 5CR[WSFk0MSTRAP TO FIZAME,40LES PrZOIIIDED TO A 0 D A, TEE # 14 1 A, 4,C000 —1— 4,0000 ANCHORSTRAP, AT 7WTN & TRIPLE CCNFI& ONLY 1,F-- A PLAN VIEW- AWR0;Z STRAP P/N 50- 2995-2)DETAIL AT RIGHT FOR INSTALL, REQ. C. V 1/4" MAX. PE;--V.E' 7Z SEALAIMT ijSHIM SPACE Y OTH 0.75 EXTEP:I, jk FINES" BY 0744EZ5EMBEDMENT PRECAST S.— By orr- iEz- 3/ 16" ITTAPCON INSTALLATION ANCHO"Ii 111/4 MIN T e EDGE DISTANCE.- VERTICAL - SECTION. SILL - CONCRETEIMASONRY THROUGH FRAME 2, 375,0 Dt2)—j-- 6.000G----i INSTALLATION ANCHORS FROM ANCHOR -';-.-AAP TO PLAN VIEW - AWHOk ST:ZAP ( P/14 50-2995-2) OPENING, SEE A14CPCR S BELOW. ANCHOR STRAP ANCHOkING; Zt-qIJIZEME' V7S: A. FOR INSTALLATION 10 CC) WkE1E/MAS0NkY, USE (4) 3/16" r-i-W TAPCONS PER ST4AP, MIN. 1-1/ 4" EMBEDMENT, MIN. 1-3/4" ED&E DISTANCE. 9. FOR INSTALLATION TO METAL5riD, USE (4) #10 SELF -DRILLING scza-yvn' GP, 5, OC;Z 57ZAP MIN. 3 TH,READS PE.TIZATZOM, MiN, 3/4' E,,'E P)TSTAW-E C. FO;Z 1vSTALLATION TO VIOOD, i;SE (4) #10 WC OD SCREWS PER STRAP. M:N, EM6EDME'-IT,MTN, 1' Ef1rE DISTANCE. Silver Line i byAnderse-n sliv-nit c VE n Z Z z am z Z I Z W C, SW[)002 SHEET' 5 OF 6 L j E X7-E P IZ T 1j T 1-1 R SMALL' FRAME LARGE' FRAME REIKIFOPCTN& EXTERIOR SEE aElLOW FOR RE:NF, SE BELOW FOR PEINF REQUIREMENTS REQUIREMENTS, VERTICAL SECTION \ HORIZONTAL SECTION 11151/ 1 MEETING STILE 1 16 INTERMEDIATE FRAME MULLION T- ALUM7NUM SASH PEINFOPC7N6 15 REQUIRED FOR THE FOLLOW1,14-, S:ZE/PATj,%S, 48 X 72, ORESS,,R;; l 35 PSF 36 x 5114, DESIGIt *F:Sskjzzc 35 PSF 38 X 74, (O/X}, DESIGN Piz, 35VRc - «l 50 Ps,' 38 X 77, (,01X', DESIGN PRESSURE 35 PSF 72 X 64, (O/X-C/)<N, f)ESrGN, PRESSURE 35 PSF 76 X 72, (O/X-C/XN, I)ES-11N PRESSURE 50 PSF 106 x 62, I t, iSlrN PSF IGS X 72, 'OIX-OIX-OIX), DESIGN PRESSURE -/-K PSF 17 - STEEL INTERMEDIATE FRAME 'LARGE' RE11"IFORCI74iC LSNOT REQUIRED FOR THE FOLLOIt-r-N& SIZE/PAIINGS` 76 X 62, (O/X-O,'X), -/- 35 PSF STOEL E FRAME'SMALL' REINFORCT-N& IS NOT REQUIRED FOR THE FOLOVNC SIZE/PATr, 1,5; 76 X 62, D=S1(,W PRESSURE /- 35 PSF Silver Line LAndersen LL07, 61, 71M& CONF16URATTONS 5HAL- C'1-M,,Y W:-,-,4 SACET Y GLAZI—,X OUTLIIN'ED IN CURRENT FSC AN' A57M E :300"1", CAAS$ Olt 5/ 8' G.A. L& GLA.5S z S Y T t Z HMOsnmMIN, rl- ASS z 7: z KGRLO K- F GLAZING DETAIL I V) z z LOCATION OF BUCK OR WVI'Q'A/ANtCHCRS MAY ;I- Ar,:USTEf) TO MATN,-AT14 1' MIN' CENTER TO CENTER aj SPA-rZK& SOECIFIED IS NOT EXCEEDED. UJ 2. All" MAY BE FLUSH +t ITHFZF OF HE 9LOCK. fy 1/4" 7rAf TAPCON, AKC-fOP, 4* F; ZO,,V, COPN"EZ5 ZX WOGD SUCK OF SUFFICIENT z DEPTH TO FULLY SUPPORT W7NbOW FRAM[. Ry OTHFIZsZ, ......... DISTANCE z m: w, EDGE DISTANCE CONCRET E/ MASONRY Y OTH.EkS cO O BUCK INSTALLATION DETAIL Q ^ :i se z c I - I SW[)002 SHEET: 6 OF 6 ki f Ei a tt 2 VACT ,M:, f K, Hallmark0 Certificate of ANIS, INC. WD M /AConformance and License {CCL) 43 SYN SInc, Silver tine Building Products Mfr 1D: 440 One Silver tine Drive For more Information visit www.amsceft.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report #,` GertDate ExpDate 440- H-023.09 2800/2803-2804 3 Panel Horizontal Slider 101/I.S.2/A440-11 Class R-PG30; Size Tested 2286mm 1219mm E7251.01-109-47 5/21/2015 5/26/2025 2286mm x 1219mm (90 x 48)' Type- HS; DP +30/-30 psf; Water Test Press 220Pa 4. 59psf) 440- H-025.36 2900/49001 70 Series 101/LS.2/A440-08 Class R-PG35; Size tested 914mm 2127mm 89241.01-109-47 7/17/2012 3/8/2017 914x2127mm ( 36x84in)-H 440- H-025.38 2900/4900 70 Series ASTM E-1996-051 Wind Zone 3, Missile level D, 914mm 1930mm NCTL-110-15665-2 6/7/2013 12119,12016 ASTM E-1886-05 Cycle Pressure = +/-50 psf 440- H-025.39 2900/4900 70 Series 101/LS.2/A440-08 Class R-PG50; Size tested 1219mm 1676mm NCTL-110-15664-1 5/22/2013 4i3/2017 1219x1676 mm (48x66 in)•H 440- H-025.40 2900/4900 70 Series 101/I.S.2/A440-08 Class R-PG50; Size tested 914mm 1930mm NCTL-110-15665-1 5/24/2013 4;312017 9141930 mm (36x76 in)-H 440- H-025.41 2900/4900 Impact 70 Series ASTM E-1996-05 i Wind Zone 3, Missile Level D. 1219mm 1676mm NCTL-110-15664-2 6/7/2013 12/20/2016 ASTM E-1886-05 Cycle Pressure = +/-50psf 440- H-025.42 2901/4901 101/LS.2/A440-08 Class LC-PG25: Size tested 1118mm 1905mm C7074.01 7/1/2013 5/1/2017 1118x1905mm ( 44x75in)-Type H; Positive Design Pressure DP) = 1200Pa (25psf); Negative Design Pressure DP) = 1200Pa (25psf); Water Penetration Resistance Test Pressure = 180Pa (3.76psf) 440- H-025.43 2901/4901 101/I.S.2/A440-08 ClassLC-PG50: Size tested 965mm 1676mm C7074.01 7/1/2013 5/1/2017 965xl676mm' ( 38x66in")-Type H; Positive Design Pressure DP) = 240oPa (50psf); Negative Design Pressure DP) = 2400Pa (50psf); Water Penetration Resistance Test Pressure = 360Pa (7.52ps# WD- 20 10114109 Friday, May 13, 2016 Page 7 Hallmark(k Certificate of AMS, INC. WUMAconformance and License (CCL) stems -Inc. Silver Line Building Products Mfr 01- 440 One Silver Line Drive For more Information visit www.amscefl.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-025.44 2901/4901 101/l.S.2/A440-08 Class LC-PG50; Size tested 11 18mm 1575mm C7074.01 7/1/2013 5/1/2017 11 18xl 575mm* (44x62in*)- Type H; Positive Design Pressure (OP) = 2400Pa 50psf); Negative Design Pressure (DP) = 2400Pa 50psf); Water Penetration Resistance Test Pressure 360Pa (7.52psf) 440-H-025.45 2901 101/i.S.2/A440-08 Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-1 7/1/2013 5/1/2017 1016x1329mmm (40x72in) - Type H, DP = 2400Pa (50psf); DP = -2400Pa (-50psf); Water Penetration Resistance Test Pressure 360Pa (7.50psf) 440-H-025.46 2901 101/i.S.21A440-08 Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-1 7/1/2013 5/1/2017 1016x1829mmm (40x72in) - Type H; DP = 2400Pa (50psf), DP = -2400Pa (-50psf) 440-H-025,47 29001mpact ASTM E-1996 12/ASTM Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-2 7/112013 5/1/2017 E-1886-05 10 16xl 829mmm (40x72in) - Type H; DP = 2400Pa (50psf); DP = -2400Pa (-50psf 440-H-025.49 290014900 101/1.&2A440-08 Class R-PG35; Size tested 1219mm 1829mm C9979.01-109-47 9/24/2013 7122/2017 1219x1829mm (48x72in)-H; DP+301-30; Water Pen. Rsist. Test Pressure = 360Pa 7.52pst) 440-H-025.50 2901/4901 101/l.S.21A440-08 Class LC-PG50; Size Tested 965mm 1880mm D7075.01-109-47 1/14/2014 2/24/2017 965mm x 1880mm * (38 x 74in*) Type-H; DP +50/-50 psf; Water Test Press 360Pa 7.52pso 440-H-025.52 2901/4901 Impact TAS 201/202/203-94 DP & Cycle Pressure +501-50 52in 73in NCTL-110-16675-1 3/5/2014 2120/2018 PSI 440-H-025.53 2901/4901 Impact TAS 2011202/203-94 DP & Cycle Pressure +501-50 38in 62in NCTL-1 10-16675-1 3/5/2014 2/20/2018 PSI 440-H-025.55 2901/4901 Impact 101/i.S.2;A440-11 Class R-PG50; Size Tested 1321 mm 1854mm NCTL-110-16675-3 3/5/2014 12/1212017 1321 x 1854mm (-52 x 73 in.) Type-H WD-20 10114109 Friday, May 13, 2016 Page 8 s3 i N Hallmark@ Certificate of A}S1II14J3 INC. A11U.-MA Conformance and License (CCL) d. r„! r'iXt111tUSStiSST'st i8t1S;j.*Cf]4'}i Sys.l . Silver Line Building Products Mfr 1D: 440 One Silver Line Drive For more Information visit www.amscerl.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-1-1-025.57 2901/4901 Impact 10111.S.2/A440-11 Class R-PG50; Size Tested 965mm 1575mm NCTL-110-16675-3 3/5/2014 12/12/2017 965 x 1575mm (-38 x 62 in.) Type-H 440-H-025.59 2901/4901 Impact ASTM E-1996 12JASTM DP +50/-50 psf, Missile D, 1321 mm 1854mm NCTL-110-16675-2 3/5/2014 2/20/2018 E-1886-05 Wind Zone 4 440-H-025.60 2901/4901 Impact ASTM E-1996 12/ASTM DP +50/-50 psf, Missile D, 965mm 1575mm NCTL-110-16675-2 3/5/2014 2/20/2018 E-1886-05 Wind Zone 4 440-H-025,61 2900-4900 Seri es/2901-4901 Single Hung Window 101/I.S.2/A440-11 Class R-PG20; Size Tested 1219mm 2134mm D9957.01-109-47 10/912014 8/6/2018 1219mm x 2134mm (48 x 84) Type-H; DP +20/-20 psf; Water Test Press 150Pa (3.13psf) 440-H-025.62 2900-4900 Series/2901-4901 Single Hung Window 101/I.S.2/A440-11 Class R-PG25; Size Tested 1321 mm 1829mm D9957.01-109-47 10/9/2014 8/6/2018 1321 mm x 1829mm (52 x 72) Type-H; DP +25/-25 psf; Water Test Press 180Pa (3.76psO 440-H-025.63 2900-4900 Series/2901-4901 Single Hung Window 101/I.S.21A440-11 Class LC-PG30; Size Tested 1219mm 1956mm D9359.01-109-47 1/28/2015 7/2/2024 1219mm x 1956mm (48 x 77) Type-H; DP +301-30 psf; Water Test Press 260Pa (5.43psf) 440-H-025.64 2900-4900 Series/2901-4901 Single Hung Window 101/1.S.2/A440-11 Class LC-PG35; Size Tested 1219mm 1829mm D9964.01-109-47 1/29/2015 8/4/2024 1219mm x 1829mm (48 x 72) Type-H; OP +35/-35 psf; Water Test Press 260Pa (5.43psf) 440-H-025.65 2900-4900 Series/2901-4901 Single Hung Window 10111.S-2/A440-11 Class LC-PG35; Size Tested 965mm 1956mm D9964.01-109-47 1/29/2015 8/4/2024 965mm x 1956mm (38 x 77) Type-H; DP +35/-35 psf; Water Test Press 260Pa (5A3psf) 440-H-025.66 2900-4900 Seri es/2 901/4901 Oriel Single Hung 101/I.S.21A440-11 Class R-PG20; Size Tested 1219mm 2438mm E5610.01 3/16/2015 4113/2025 1219mm x 2438mm (48 x 96) Type-H; OP +20/-20 psf; Water Test Press 150Pa (3.13psf) 440-H-025.67 2900-4900 Series/2901/4901 Single Hung 101/LS.2/A440-11 Class R-PG50; Size Tested 965mm 1676mm E5611.01-109-47 3/16/2015 7/2/2024 965mm x 1676mm (38 x 66)' Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) 440-H-025.68 2900-4900 Series/2901-4901 Single Hung 101/1.&DA440-11 Class LC-PG50; Size Tested 965mm 1880mm E5612.01-109-47 611/2015 9/8/2025 965mm x 1880mm '(38 x 74) Type-H; OP +50/-50 psf; Water Test Press 360Pa (7.52psf) WD-20 10114109 Friday, May 13, 2016 Page 9 Nk s5qqj t tr. 3`4WIND h1p;'4'x t9h _l? . A,) {'fin?7..+`l A Hallmark@ Certificate of AM INC. WfumConformance and License {CCL) 4 4dr aznts,4.srve 1u1 na a Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate FxpDate 440-H-025.69 2900-4900 Series/2901-4901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 965mm 1676mm E5611.01-10947-r1 8/21/2015 2125/2025 965mm x 1676mm (38 x 66)' Type-H; DP +501-50 psf; Water Test Press 360Pa (7.52psf) 440-H-025.70 2900-4900129014901 Single Hung 101/i.S.2/A440-11 Class LC-PG50; Size Tested 1118mm 1575mm E9219.01-109-47 1/15/2016 218/2026 1118mm x 1575mm (44 x 62)' Type-H; DP +501-50 psf; Water Test Press 360Pa (7.52psf) 440-H-027.19 2907TW/4907TW 101/l.S.2JA440-08 Class R-PG15; Size tested 2032mm 2134mm C1050.01-109-47 12/2812012 8/9/2016 2032x2134mm (80x84 in}H 440-H-027.20 2907TWI4907TW 101/l.S.2iA440-08 Class R-PG15; Size tested 2286mm 1880mm C4709.01-109-47 1/31/2013 12/13/2016 2286x1880 mm(90x74 in}H 440-H-027.21 2900/4900 101/LS.2/A440-08 Class R-PG35; Size tested 1829mm 2134mm C9952.01-109-47 9/24/2013 7/24/2017 1829x2134mm' (72x84in')-H; DP+35/-35; Water Pen. Resist. Test Pressure = 260Pa 5.43ps# 440-H-027.22 29024902 101/l.S.2/A440-08 Class R-PG50; Size tested 1994mm 1524mm C7070.01-109-47 9/24/2013 7/22/2017 1994x1524mm' (79x60in)-H; DP+50/-50; Water Pen. Rsist. Test Pressure = 360Pa 7.52psf) 440-H-027.23 2902/4902 Twin Single Hung Window 101/l.S.2/A440-11 Class R-PG35; Size Tested 2032mm 1880mm C0328.01-109-47 2/5/2014 9/19/2017 2032mm x 1880mm (8Ox74in) Type-H; DP +35/-35 psf; Water Test Press 260Pa (5.43psf) 440-H-027.24 290214902 Twin Single Hung Window 101/1,S.2/A440-11 Class R-PG50; Size Tested 1918mm 1575mm C0328.01-109-47 2/5/2014 9/19/2017 1918mm x 1575mm (76x62in) Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52pso 440-H-027,25 2902/4902 Twin Single Hung Window 101/1.5.2/A440-08 Class R-PG30; Size Tested 2426mm 1880 mm C0375.01-109-47 3/5/2014 1/18/2017 2426 x 1880 mm (-96 x 74 in.) Type-H 440-H-027.26 2902/4902 Twin Single Hung Window 101/1.5.2/A440-11 Class R-PG35; Size Tested 1829 mm 1575 mm D9358.01-109-47 1127/2015 816/2024 1829 mm x 1575 mm (72 x 62) Type-H; DP +35/-35 psf; Water Test Press 260Pa 5.43psf; WD-20 10114109 Friday, May 13, 2016 Page 10 rti;XHailnark0Certificateof AMS, INC. W ru" * Conformance and License (CCL)-MA Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-027.27 2900-4900/2902-4902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG15; Size Tested 2426mm 1880mm E725201-109-47 5112/2015 5/27/2025 2426mm x 1880mm (96 x 74) Type-H; DP +15/-15 psf; Water Test Press 180Pa (3.76psf) 440-H-02T28 2900-490012902-4902 Twin Single Hung 101/1.S.2/A440-11 Class R-PG25; Size Tested 2032mm 1880mm E725Z01-109-47 5/12/2015 5/27/2025 2032mm x 1880mm (80 x 74) " Type-H; DP +25/-25 psf; Water Test Press 180Pa (3,76psf) 440-H-027.29 2900-4900 Series/2902-4902 Twin Single Hung 101/IS.2/A440-11 Class R-PG25; Size Tested 1918mm 1956mm E7244,01-109-47 8/6/2015 9/8/2025 1918mm x 1956mm (76 x 77)' Type-H; DP +251-25 psi; Water Test Press 180Pa (3.76psf) 440-H-027.30 2900-4900 Series/29024902 Twin Single Hung 10111.S.2/A440-11 Class R-PG15; Size Tested 2184mm 2134mm E9218,01-109-47 12/29/2015 3/27/2026 2184mm x 2134mm (86 x 84) Type-H; DP +15/-15 psf; Water Test Press 360Pa (7,52ps 440-H-027.31 2900-4900/2902-4902 Twin SH 101/1-5.2/A440-11 Class R-PG50; Size Tested 1918mm 1829mm E9220.01-109-47 1/15/2016 1/27/2026 1918mm x 1829mm (76 x 72)' Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) 440-H-027,32 2900-490012902-4902 Twin SH (Finless) 101/l.S.2/A440-11 Class R-PG50; Size Tested 1918mm 1575mm F2423.01-109-47 1115/2016 10/2212025 1918mm x 1575mm (76 x 62)' Type-H; OP +501-50 psf; Water Test Press 360Pa (7.52psf) 440-H-027M 2900-4900/2902-4902 Twin SH (Finless) 101/I.S.2/A440-11 Class R-PG30; Size Tested 2426mm 1880mm F2252.01-109-47 2119/2016 10/21/2025 2426mm x 1880mm (96 x 74) Type-H; DP +30/-30 psf; Water Test Press 220Pa (4.59pso 440-H-028.14 2903/4903170 Series 101/I.S.2/A440-08 Class R-PG50;Size tested 2737mm 1575mm B643001 4/5/2012 12/16/2016 2737xl575mm (108x62in}H 440-H-028,15 2900/4900/ 70 Series 101/1,S.2/A440-08 Class R-PG15; Size tested 2718mm 2134mm C471M1-109-47 2/1912013 1/17/2017 2718x2134mm (107x84in)-H 440-H-028,16 2900/4900/ 70 Series 10111.S,2/A440-08 Class R-PG30; Size tested 2718mm 1575mm C4710.01-109-47 2/19/2013 1/17/2017 2718x1575mm'(107x62in'-H 440-H-028.18 2903/4903 Series 101/l.S.2/A440-11 Class R-PG35; Size Tested 2737mm 1880mm D551&01-109-47 3126/2014 3122/2018 2737 x 1880mm (-108 x 74 in.) Type-H WD-20 10114109 Friday, May 13, 2016 Page 11 Hallmarkg Certificate of x AMS, INC. DMAW" Conformance and License (CCL)ys%=,-..Inc, Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No, Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-028.19 2900-4900 Series12903-4903 10111.S.2/A440-11 Class R-PG50; Size Tested 2737mm 1829mm C0329.01-109-47 11/7f2014 2/21t2018 2737mm x 1829mm (108 x 72) Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52pst) 440-H-028.20 2900/4900 Series 2903/4903 Triple Single Hung 101/l.S.21A440-11 Class R-PG20; Size Tested 2743mm 2134mm E5617.01-109-47 4/10/2015 4/14/2025 2743mm x 2134mm (108 x 84) Type-H; DP +20/-20 psf; Water Test Press 150Pa (3.13psf) 440-H-028.21 2900/4900,70-290314903 Triple Single Hung 101/i.S.2/A440-11 Class R-PG25; Size Tested 2737mm 2134mm E7250.01-109-47 8/21/2015 10/14/2025 2737mm x 2134mm (108 x 84) Type-H; DP +25/-25 psf; Water Test Press 180Pa (3.76pso 440-H-028,22 2900-490012903-4903 Triple Single Hung 101/1.S.21A440-11 Class R-PG30; Size Tested 2737mm 1575mm E9222.01-109-47 2/4/2016 2/16/2026 2737mm x 1575mm (108 x 62) Type-H; DP +301-30 psf; Water Test Press 220Pa (4.59psf) 440-H-029.06 2907/4907 101/1.S.2/A440-08 Class R-PG20; Size tested 1219mm 2134mm C1542.01-109-47 12/28/2012 9/5/2016 1219x2134 mm (48x84 in)-H 440-H-029.07 4900/2900170 101/I;S.2/A440-08 Class R-PG35; Size tested 1118mm 1524mm C7073.01-109-47 10131/2013 5l1/2017 1118x1524mm` (44x60"in)-H; DP+35/-35; Water Pen. Resist, Test Pressure = 260Pa 5.43psf') 440-H-029.08 2900.4900!2907-4907 Single Hung 101/1.S.21A440-11 Class R-PG35; Size Tested 1016mm 1727mm E5613.01-109-47 3/3/2015 3/8/2025 1016mm x 1727mm (40 x 68) Type-H; DP +351-35 psf; Water Test Press 260Pa (5.43ps# 440-H-030.15 2900/4900 Series 101/1.S.2/A440-11 Class R-PG20; Size Tested 2032mm 1575mm D2935.01-109-47 1/14/2014 11/1212017 2032 x 1575mm (80 x 62in)-H; DP +20/-20psf; Water Pen Resist. Test Press = 150Pa 3.13psf) 440-H-030.16 2907TR/4907TR Series 101/I.S.2/A440-11 Class R-PG20; Size Tested 2718mm 1880mm D5514.01-109-47 3/2612014 516/2018 2718 x 1880mm (-107 x 74 in.) Type-H 440-H-030.17 2907TPJ4907TR Series 101/I.S.2/A440-11 Class R-PG35; Size Tested 2718mm 1575mm D5514.01-109-47 3/2612014 3/23/2018 2718 x 1575mm (-107 x 62 in.) Type-H WD-20 10114109 Friday, May 13, 2016 Page 12 iIN"'K0Al t--AANiJ+A,-T- UP;_43 ASz3( Hallmarkg Certificate ofX',,A_--QN ANIS, INC. uMAconformance and License (CCL) Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscerl.com North Brunswick, NJ 08902 Website.- TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-089.00 5500/5510 Side Lite (Specimen 2) 101/i.S.2/A440-11 Class R-PG35; Size Tested 1245mm 2432mm E629U1-10947 11/23/2015 4127/2025 1245mm x 2432mm (49 x 96) Type-SLT ' DIP +35/-35 psf; Water Test Press 260Pa 5.43pso 440-H-089.01 5500/5540 Transom (Specimen 1) 101/1.S,2/A440-11 Class R-PG35; Size Tested 2734mm 914mm E6290.01-109-47 11/23/2015 4/27/2025 2734mm x 914mm (108 x 36) Type-TR; DIP +35/-35 psf: Water Test Press 260Pa 5,43psf) WDMA HEREBY CERTIFIES that the aforesaid Company ("Licensee"), at its participating manufacturing plant(s), is licensed to use the WDMA Registered Hallmark on product lines that have been manufactured in accordance with the standards. It is further certified that the plant(s), facilities, quality control procedures, methods, and processes of Licensee have been inspected by WDMA, and are subject to regular follow-up inspection and test. It is further certified that samples of the product set forth above were tested and found to comply with the standards. By: if John VcFee, VP q icanon Programs, IIDA14 HallmarkfCerrtf By: Rhonda Schor_-, Authori-edRepreseniatrve, AMS J Program Sponsor: Window and Door Manufacturers Assoc 330 N. Wabash Avenue, Suite 2000 Chicago, IL 60611 TEL (312)673-4828 www.wrima.corn Program Administrator: Administrative Management Systems, Inc. PO Box 730, 205 West Main Sac,,els Harbor, NY 13685 TEL (315)646-2234 staff@amscerl corn WD-20 10114109 Friday, May 13, 2016 Page 26 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com 1) r o d u, C t F., N lfluatkm Repoirt Of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) fior Florida Product Approval 1 J, 197 1, Report No. 3947 5t" Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: I — A (Certificate) Windows Single Hung Series 290014900 Single Hung Window PVC See Installation Instructions, SWD002 Prepared for: SdNer Line Buildill(, Prodlicts One silverline M% North NJ 08902. Prepared by: flermes 1". Norc-(), PA"', Florida Professional Engineer # 73778 Date: 12/15/2015 con(el its: F"valuation 12eport Pages I — 4 Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2016.02.12 12:20:17 -05'00' I, \\ 01111 I F 0 7 Z Q/ 0 N 0 AL 1:1 it, II000 Hermes F , orero, P.E. Florida No. 73778 @A\\ BUILDING 4 w--m APerfect Solution inEvery Drop Certificate ofAuthorization: ays7n Manufacturer: Product Category: Product Sub -Category: Compliance Method: Product Name: Silver Line Building Products Single Hung State Product Approval Method (1)(a) Series l90U/49O0Single Hung Window FL#z FL19715 Date: 12/15/2015 Report No: 3947 Scope: This isaProduct Evaluation Report issued byHermes F.Noren\P£(FL #7377D)for Silver Line Building Products based onMethod la_ofthe State ofFlorida Product Approval, Florida Department ofBusiness and Professional Regulation - Florida Building Commission. Limits ufUse: Hermes F.Noren\P.E.does not have nor will acquire financial interest |nthe 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 51h Edition Florida Building Code. See Installation Instructions SVV0O02,signed and sealed byHermes F. Noren4P. E.(FL #73778)for specific use parameters. I. This product has been evaluated and |s| ncompliance with the 5mEdition Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall beaslisted and spaced asshown ondetails. Anchor embedment into substrate material shall bebeyond wall dressing o'stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 5t' Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details ofdrawing SVV00D2 require further engineering analysis byalicensed engineer urregistered architect. S. See Installation Instructions SWD002 for size and design pressure limitations, Hermes F.Nuren4PE. Florida No. 73778 Page 2 of 4 BUILDING 4 m- FL#: FL19715 Date: 12/15/20I5 APerfect Solution inEvery Drop Report No: 3947 Certificate of Aumv//zauvo:zss,o Certification Agency: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a Certification Agency through Window and Door Manufacturers Association (FBC Organization #:[EKlS08), Performance Standards: The product described herein has been tested per: Referenced Data: w AAMA/ VVDMA/[S4lO1/i.l2/A440-08/ll l. Product Testing performed byArchitectural Testing F8[Organization #TSTI558) Report: Dated: 86430. 01-109- 47 3/09/2012 0329.02-109- 47 3/I7/20I4 C0375.01-109- 47 3/11/2013 0328.01'189- 47 1/03/2014 7074.01-I09- 47 6/17/20I3 7075.01-109' 47 8/16/2013 9952.01-109- 47 8/30/2013 D9358.01-109- 47 9/17/2014 D9957.81'109- 47 9/16/2014 D9964.01'109' 47 1/05/20I5 E5610.01-109- 47 3/05/2015 E5611.01-109- 47 3/03/2015 E5612,01-109' 47 S/07/2015 E7244.01'109- 47 6/16/2015 E7250.01'109' 47 6/16/2015 E9219.81-189' 47 10/21/2015 E9220.01-109- 47 10/21/2015 2. Certification Agency Window and Door Manufacturers Association FB[Organization #:CERlSO8) l PVC profiles meet requirements ofVVDMA/HaUK4arkVVD-61inaccordance HermesF. Noren\ P. E. Florida No. 7377O BUILDING 4 w x— A perfect Solution in Every Qnmp Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: Nailing Fin Installation: FL#: FL19715 Date: 12/15/2015 Report No: 3947 A. For two by(2X)wood frame substrate (K4in. S.G.=U.S5),use #8PHWood Screw 0R 11 Gauge Roofing Nails 8R18dCommon Nails type wood frame anchors ofsufficient length toachieve minimum embedment oflS0°into wood framing, B. For steel stud substrate (Min lO Ga., Fy = 33 kui), use #QTE% PH orHVVH Screw type steel stud anchors cf sufficient length toachieve minimum 3threads penetration beyond steel Through Frame Installation: A. For two by (IX) vvood buck substrate (Min. S.G. = 0S5). use #10RH VVmm6 Screw type in»taUationanchorsofsuMicient|eng¢htnachievearninimumembedmentofl.SU^ into the wood substrate. B. For concrete (K4in.yc= 3O80psi) urmasonry (Conforms toASTMC9O)substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapmantype concrete screw anchors ofsufficient length toachieve minimum embedment of 1.25" into concrete or masonry, C. For concrete (Min. Vc = 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. Noneo\ P.E. Florida No. 7377D Page 4 of 4 I 10127/2016 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Product Approval r_Aj, USER: PublicUserProduct Approval Meng > Product or Aorali h > AoDhotion List > Application Detail FL # FL9174-R11 Application Type Revision Code Version 2014 Application Status Approved Comments set to re - apply per applicants request 4/28/15-rb Archived Product Manufacturer Wayne - Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850) 474-9890 Mark— Garon@Overheaddoor.com Authorized Signature Greg Taylor gtaylor@Wayne-Dalton.com Technical Representative Greg Taylor Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850) 474-9890 gtaylor@wayne- dalton.com Quality Assurance Representative Address/ Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed John E. Scates the Evaluation Report Florida License PE-51737 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 06/27/2038 Validated By Kurt Dietrich PE Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R11 COI Cert gf Ind Scates 2011 s.pdf Referenced Standard and Year ( of Standard) Standard Year DASMA-108 2002 DASMA- 115 2005 Equivalence of Product Standards Certified By Sections from the Code Search https:lAvww.floridabuilding. orglprlpr_ app__dftl.aspx?param=wGEVXQwtDqufllJRfWxf6u7ojnlOheH%2bRKJkizESWxAzeqKuY8GeGQ%3d%3d 1/6 1 Ot27/2016 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved 9174.1 15120 / 6100 / 9 100 #0228 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +26.90/-30.80 Other: 9174.2 15120 / 6100 / 9100 #0229 Method I Option D 04/06/2015 04/28/2015 05/04/2015 06/23/2015 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other. Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.3 15120 / 6100 / 9100 #0230 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +25.90/-28.80 Othe r: 9174.4 15120 / 6100 / 9100 #0231 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.5 15120 / 6100 / 9100 #0234 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 11 0228 318258 P7.Qd EU174 RI 1 11 Track SupolemeoL Chart PIO.pd FL9174 R11 11 WDJamU5uI2i)lgmentP16 s.12d[ Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL2174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eva[ ReQt 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC nth 2-014s.pc1f Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 11 0229 318959 Mud FL9174 R11 11 Track Supplement Chart P10.od FL9174 R11 11 WDjambSuoolementE16 s.c)df Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Dd FL9174 R11 AE Eval Rept 9100 ri s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s,Ddf Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 11 0230 318960 PIQoclt EL9174 R11 II Track Supplement Chart P10,Dd FL9174 R11 11 WDJamb5uoplementR16 s-124f Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 651Dd FL9174 R11 AE Evgl Rept 910Q rl s,od FL9174 R11 AE FLO9174 ro Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Solid only - no glazing available. Installation Instructions FL9174 R11 11 Track Supillerngnt Chart P10,Qd FL9174 R11 11 WDJ rDbSU12121ementP16 s.od Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE 65TM A 651od FL9174 R11 AE Eval RCut 9100 rl s.od F19174 R11 AF FI09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 Ell It 0234 319022 PSj2d FL2174 R11 11 TraCk Supplement Chart P10.12d FL9174 R11 II WDJgfflb5uoplg C0LP16 5.r)d Verified By: John E. Scates P.E. FLORIDA PE 51737 https: lAmww.floridabuildirig,orgtprlpr_app_.OU,aspx?param=wGEVXQwtDqufllJRfWxf6u7ojnlOheH%2bRKJkizEswxAzeqKuY8GeGQ%3d%3d 216 10/27/2016 Florida Building Code Online Design Pressure: +43.20/-49.60 Created by Independent Third Party: Yes Other: Evaluation Reports FL9174 R11 AE ASTM A 653,pdf FL21Z4 R11 AL UjIl ReUt 21QO [I s.Qdf F qjZ4 R11 AE F 7 f 'r finn fnr FRr' c;th Created by Independent Third Party: Yes 9174.6 15120 / 6100 / 9100 #0235 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.201-43.70 Other: 9174.7 15120 / 9100 #0232 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +12.40/-13.80 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.8 15120 / 9100 #0233 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.9 15120 / 9100 #0236 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: 9174.10 15120 / 9100 #0237 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: 16' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL21Z4 Ell 11 QZ35 ]l12023 P6.odf FL9174 R11 11 319040 P1 POSt.Ddf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports EL2174 R11 AE ASTM A 653,pdf FL9174 R11 AE Eval ReDt 9100 rl s.Ddf Created by Independent Third Party: Yes 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 11 Track Supplement ChDrjPLQQ_qf FL2174 R11 11 Wj2JambSupj21ea)CQtP16 s.pdf Verified By: John E. Scates P,E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL91ZA R11 AE A$IM A 6Q,Qdf FL9174 R11 AE Eval ReDt 9100 rl s.Ddf Created by Independent Third Party: Yes 18' Max width, 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions Verified By: John E. Scates P.E, FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL2174 R11 AE 8STM A 653,od FL9174 R11 AE Eval Rept 91QQ rl s.Ddf FL9174 R11 AE FLO9174 rg Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 18' Max width. 8' Max height, Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL91ZA R11 11 319040 PI Post.Dd FL21Z4 R11 11 Track SuDDlement Chart PIQ.i)df FL91Z4 R11 11 WQJambSuDi)lg:mCntP16 s,p j Verified By: John F. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf Created by Independent Third Party: Yes 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL21Z4 R11 11 Q237 319025 e6.pd FL91Z4 R11 11 212040 PI PQ5t.r)df EL91Z4 Ell II Jrgupple[pent Chart PlQ,Qd FL21Z4 Ell II W(2jaMbSuDp1C[pgQtP16 s.od Verified By: John E. Scates P.E. FLORIDA PIE 51737 Created by Independent Third Party: Yes Evaluation Reports EL2174 RII AE &UB-LL5jp_d_f FL91Z4 R11 AE Lygl Reot 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.r)df Created by Independent Third Party: Yes https: ltwww.floridabuilding.orgtprlpr_appdfti.aspx?param=wGEVXQwtDqufllJRfWxf6u7ojnlOheH%2bRKJkizESVVxAzeqKuY8GeGQ%3d%3d 316 10/27/2016 Florida Building Code Online 9174.11 5120/5140/6100/9100/9400/9600 9' Max width, 10' Max height. Max section height 24". Glazing1 #0600 1 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +26.90/-30.80 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R11 11 0600 319026 P4 FL9jZ4 R11 Il Wj2ja03b5uppleMg0tPI6 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing1 #0601 available in top or intermediate section. 1milts of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +41.00/-46.30 Other: Installation Instructions FL21Z!l Ell Il QQ01 312027 P4,odf FL9174 RI1 II Track Sunolement Chart PlO.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports 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 Approved for use in HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R11 11 0602 319C FL9174Ell 11 WDJambSQDDleme0jUj§_.a.W Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AL 6SIM A 653j)d FL9lZ4 R11 AE Eyal RQ12t 91QQ rl s.Ddf FL9174 Rll AE FI09174 r9 Affirmation for FBC Sth 2014s.Ddf 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 I #0603 I available in top or intermediate section. Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ.- Yes Impact Resistant: No Design Pressure: +23.00/-25.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL91Z4 R11 11 TraCE 5UDDIgment Qbart PlQ.DQ FL91Z4 R11 11 WPJaWbSuDDjgmcntPj6 s.gd Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party; Yes Evaluation Reports FLqjZ4 R11 AL A5IM A 652,W FL9174 R11 AE Eval ReDt 9100 rl s,Ddf Created by Independent Third Party: Yes 9174. 15 5120/5140/6100/9100/9400/9600 16' Max width. S' Max height, Max section height 24" Glazing 1 #0604 1 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL9174 Rll 11 0604 319C FL2174 RIJ If 312Q4Q ej PQSt,Qd FL21Z4 911 11 Track SUQQIQ0t Qhart PIO.Ddf FL9lZ4 Rll 11 W(2jsjmUS!jDplg:MeQtPl6 s,pd Verified By: John F Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL2171 all AL 6S11VI A 653,pd[ FL21Z4 RIl AE Eval Rent 9100 rl 5,odf FL9174 R11 AE FL09174 r9 Affirmation for F13C 5th 2014s.Ddf Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 18Max 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 FL2174 R11 14j2df Approved for use outside HVHZ: Yes FL91ZA Ell 11 Trt PIQ.Dd Impact Resistant: No FL91ZA R11 II WDjambSQD1)lementPl6 s.odf https:lAvww.floridabuilding.orglprlpr_,app_ Al.aspx?param=wGEVXQwtDqufllJRfVVxf6u7ojnlOheH%2bRKJkizESWxAzeqKuY8GeGQ%3d%3d 416 10/27/2016 Florida Building Code Online Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports U.9174 B11 AE AST M A 653j)d EL91Z4 RII AE v ri FL2174 R11 AL FL02174 [2 AffirMation fgr FBC 5th 20145.pd Created by Independent Third Party: Yes 9174.17 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height, Max section height 24" Glazing 0606 1 available in top or intermediate section. Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30,00/-33.50 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.18 5120/5140/6100/9100/9400/96001 #0609 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions EL91Z4 Ell I.pd F12174 R11 11 319040 P1 Post.od FL.9174 Ell 11 ICal;k uoljg:ment Chart PJO,Ddf EL9174 R11 11 WDJgmDSupglemenjPl. Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports 2174 RII AL ASTM A 653.pd F1.9174 Ell 6L Eval Rept 2100 rl s.Dd FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 18' Max width, 8' Max height, Max section height 24" Solid only - no glazing available. Installation Instructions EL2 174 R11 11 0609 319035 P5.odf F19174 R11 11 319040 P1 Post,pdf FL9174 Ell 11 Track SupQlQment Qhart PjQ.gd FL9174 R11 11 WDJambSUDDleQ`1eRtRjL_5,M Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AL 6SIM 6 653.Dd FL9174 R11 AE Eval Rept 2100 cl s.pd FL9174 RII AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height. Max section height 21". GlazingIIavailableintoporintermediatesection. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: + 18.50/-20.70 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.20 15140/9400/9600 #0607 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.90/-28.80 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R11 11 Track Sul2l2lQrnent Chart Pj0.Dc1 FL9174 R11 11 WDjQmbSuj2DlemgntE16 s,od Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL2174 R11 AF &$jM_A_653.pgf FL2174 R11 AE v I r' c nrif FL9174 RI1 AE FLO9174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 Ell 11 Track Supplcmut Chart EIQ.Ddf EL2174 R11 11 WD7ambSUDDlemeqejL_5,Qdf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports LL9jZ4 R11 6E ASJM A 651Dd FL2174 RII AL Eval Rept 2100 [1 s.Qd( FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes Contact U5 :: 2601 Pliltr 5tan. _Road. jdtLij F 2399 RLqDg:, -4 7 - 24 The State of Flonda is an AA/KO employer. Copyright 20Q7-f FlQrid4, :: Privacy 5tatemgnt :: Acrtssrbility Statement :: B2LUftd_5L4Le(agnj Under Flonda law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455,275( 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: https:lhv\tvw.floridabuilding.orglprlpr_.,appdtl,aspx?param=wGEVXQwtDqufllJRf\lVxf6u7ojnlOheH%2bRKJkizESWxAzeqKuY8GeGQ%3d%3d 516 10(27/2016 Florida Building Code Online W1 0 Ed m Credit Card Safe https:lAvww,floridabuilding.orglprlpr_app_jtl.aspx?param=wGEVXQwtDqufllJRfWxf6u7ojnlOheH%2bRKJkizESVVxAzeqKuY8GeGQ%3d%3d 616 A Division of Overhead Door Corporation Jamb Connection Supplement This document provides a series of connection schedules and basic detailing concepts for the connection of garage door jambs to building frames with the use of various fasteners. DASMA Technical Data Sheet TDS-1 61 may be used as an alternate to this document. P/N 324620 Rev. P16 SCHEDULEI 5/16" DIAMETER LAG SCREWS MAXIMUM SPACING OF LAG SCREWS PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB LB/FT "oTI a 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 22 240 24 24 20 260 24 22 19 280 24 20 17 300 24 19 16 320 22 18 15 340 21 16 14 360 20 16 13 380 19 15 13 400 18 14 12 420 17 3 11 440 16 13 11 460 15 12 10 480 15 12 10 500 14 11 10 520 14 11 9 540 13 10 9 560 13 10 8 580 12 9 8 600 12 9 8 620 11 9 8 640 11 9 7 660 11 8 7 680 10 8 7 700 10 8 7 720 10 8 6 740 9 7 6 760 9 7 6 780 9 7 6 800 9 7 6 No.51737 t STATE OF 2' •, rII11 1. BASED ON 5/16" DIAMETER LAG SCREWS WITH 1-1/2" O.D. WASHERS WITH A 1-9/32" THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 2. PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x t 6f1/2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT, 5. DOOR JAMB TO BE 2x4 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE, IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. MINIMUM EDGE DISTANCE SHALL BE 1/2", MINIMUM FASTENER SPACING SHALL BE 1-1/2", AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING. 8. LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD 1318.2.1. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:56:33-06'00' Approved John E. Scates, P.F. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS MAXIMUM NAIL SPACING PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB LB/FT "o'c a 100 24 24 19 120 24 20 16 140 21 17 14 160 18 15 12 180 16 13 10 200 15 12 9 220 13 11 8 240 12 10 8 260 11 9 7 280 10 8 7 300 10 8 6 320 9 7 6 340 8 7 n/a 360 8 6 n/a 380 7 6 n/a 400 7 6 n/a 420 7 n/a n/a 440 6 n/a n/a 460 6 n/a n/a 480 6 n/a n/a 500 6 n/a n/a 520 n/a n/a n/a 540 n/a n/a n/a 560 n/a n/a n/a 580 n/a n/a n/a 600 n/a n/a n/a 620 n/a n/a n/a 640 n/a n/a n/a 660 n/a n/a n/a 680 n/a n/a n/a 700 n/a n/a n/a 720 n/a n/a n/a 740 n/a n/a n/a 760 n/a n/a n/a 780 n/a n/a n/a 800 n/a n/a n/a Na. 51737000 ccE * ' 4 ! STATE OF 'fa Zfmo ttfE4 1. BASED ON 16d COMMON WIRE NAILS (0.162"x3-1/2") OR 16d THREADED HARDENED -STEEL NAILS (0.148"x3-1/2") WITH A MINIMUM PENETRATION OF 2" INTO SIDE GRAIN OF MAIN MEMBER. 2. NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 4, CHART IS BASED ON 6'-6" MINIMUM AND 24'-W MAXIMUM DOOR HEIGHT, 5, DOOR JAMB TO BE 2x4 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3, 7. EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:56:58-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 SCHEDULE3 3/8"0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB (IN) LOAD PER JAMB LB/FT NQTE3 2000 PSI CONCRETE 2500 PSI CONCRETE 3000 PSI CONCRETE 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 24 340 24 24 24 360 23 24 24 380 22 24 24 400 20 24 24 420 19 24 24 440 19 23 24 460 18 22 24 480 17 21 24 500 16 20 24 520 16 20 24 540 15 19 23 560 14 18 22 580 14 18 21 600 13 17 20 620 13 16 20 640 13 16 19 660 12 15 19 680 12 15 18 700 11 14 17 720 11 14 17 740 11 14 16 760 11 13 1 16 780 10 13 16 800 10 13 15 p r',. No.51737 f f STATE OF 1. BASED ON 3/8"0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2" O.D. WASHER WITH A MINIMUM EMBEDMENT DEPTH OF 3" AND A MINIMUM EDGE DISTANCE OF 3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH a 16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:57:27-06'00' John E. Scates, P.E. 3121 F-airgate Dr, Carrollton, TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 SCHEDULE4 3/8" 0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/FT "area 2500 PSI CONCRETE NOTE i 4000 PSI CONCRETENO'E' 2000 PSI GROUT FILLED CMUNore z 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 16 280 24 24 16 300 24 24 16 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 8 400 24 24 8 420 24 24 8 440 24 24 8 460 24 24 8 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 23 24 8 580 22 24 8 600 21 23 8 620 21 22 8 640 20 22 8 660 19 21 8 680 19 20 8 700 18 20 8 720 18 19 8 740 17 19 N/A 760 17 18 N/A 780 16 18 NfA 800 16 17 N/A tNo, 511737 STATE OF 4p oil fIIII1\ 1. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O,D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4". 2. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4", A MINIMUM EDGE DISTANCE OF 4", AND A MINIMUM END DISTANCE OF 4'% CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C-476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS PER JAMB, SCREW ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB, 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 5. CHART IS BASED ON 6-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO, 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PE NETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NC`TE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by Jahn E. Seates, P.E. Approved Date: 2015.02.20 09:58:01-06'00' John E. Scates, P,E, 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE5 3/8"0 HILT[ KWIK BOLT 3 EXPANSION ANCHOR MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB I-B/FT)NOTE I 2500 PSI CONCRETE NOTE 1 4000 PSI CONCRETE NOTI 2000 PSI GROUT FILLED CMUNOTE2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 16 340 24 24 16 360 24 24 16 1 380 24 24 16 400 24 24 16 420 24 24 16 440 24 24 16 460 24 24 16 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 24 24 8 580 24 24 8 600 23 23 8 620 22 22 a 640 22 22 8 660 21 21 8 680 20 20 8 700 20 20 8 720 19 19 8 i40 19 19 8 760 18 18 8 7E,,0 is 18 8 1 17 1 8 1 p4o. 51T37 S-TATE OF P-L 0 R to'.k 10 14 AL 11111111w 1. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2" AND A MINIMUM EDGE DISTANCE OF 31% 2. BASED ON 3/8"0 HI&TI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2" AND A MINIMUM EDGE DISTANCE OF 4". ONLY ONE ANCHOR PER MASONRY UNIT CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIML IM OF THREE (3) ANCHORS PER JAMB. ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB, 4. LOAD PER JAMB ( ALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH 16ft LOAD PER JAMB = 30psf x 16ft/2 = 2401b/ft 5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT, 6. DOOR JAMB TO BE 2x6 OF, LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE, IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED COR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL B,,'- INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally sigiied by John E. Scates, P,E. Date: 2015.02,20 09:58:27 -0600' John E. Scates, P.E. 3121 Fairgate Dr, Carrollton, TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 Wag -Pe", Baum 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 850) 474-9890 SIC Ns' fl ;Poo No. 51 STAM OF 4p 53 C++1Nii Ayy oo! 0 Ero Digitally signed by John E. Scates, P.E. Date: 201 SL2.20 09:58:53 -06'00' JOHN E. SCATES, PE 3t 21 FAIRGATE OR. CARROLLTON, TX 75OD7 FL PE 51737 TX PE 56308/1'2203 PROFESSIONAL ENCtNEERS HAL PRQ1IDEO ONLY FOR VERIFICA70N OF WNDLOAD CONSTRUCTION DETAILS. 6' MAX. FASTENERS PER SCHEDULES 1 THRU 4 MINIMUM 2x4 li STRUCTURAL GRADE LUMBER FOR A, ATTACHMENT TO SPACING WOOD SUBSTRATE OR MINIMUM 2x6 FOR ATTACHEMENT TO CONCRETE AND GROUT FILLED CMU, TYP SEE DETAILS 1, 2, AND 3 REQUiRED FOR VFRT;CAI_ POST REINFORCING SYSTEMS, DOOR HF;GHT 6 MAX. DOOR WIDTH MINIMUM 2x6 #3 HEADER LOCK SOUTHERN PINE BRACKET LUMaE R,--\ I 2) 3/8- SIMPSON TITEN HD SCREW ANCHOR WITH A 1 1/4" WASHER AND A MINWUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4", DETAIL MINIMUM 2500 PSI CONCRETE NOTE: MAXIMUM DESIGN LOAD CAPACITY OF 2085 LOS, MINIMUM 2.6 #3 lj_ HEADER LOOK SOUTHERN PINE BRACKET LUMBER- 4 4" 8" 4) 3/5" SIMPSON TITEN HD SCREW ANCHOR WTH A 1-1/4- WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 4', QLL&L-Z MINIMUM, 2000 PSI GROUT FILLED QMU NOTE: MAXIMUM DESIGN LOAD CAPACITY OF 2400 LBS MINIMUM 7.6 #3 L HEADER LOCK SOUTHERN PINE BRACKET LUMBER, 4' 4' 112" -Jl( 4) 3/8- DIA LAC SCREWS WITH 1-1/4- O.D. WASHERS. LAG SCREWS SHALL HAVE A MINIMUM PENETRATION OF 1-9/32" INTO THE MAIN SUPPORT MEMBER. WOOD SUPPORT CTURE NOTE: _ STRU- MAXIMUM DESIGN LOAD DATE CAPACITY OF 2430 LOS, F__ SHEET 1 OF 2 JAMB CONNECTION SUPPLEMENT REVISIONS NAME DRAWING PART NO. I REV, 324620 IP16 I woon I 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 850) 474-9890 f SQ4 soN so to. 51737 ww STATE OF w- 4-, Jj alONA L\14111W Digitally signed by John E. Scates, P.E. Date: 2015,02.20 09:59:26 -06'00' JOHN E. SCATES, PE 3121 FAJRGATE DR, CARROLLTON, TX 75007 FL PE 51737 TX PE 56308/F2203 MIN 2500 PSI CONCRETE NQM- 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 3/8- SIMPSON TITEN HID, 2-3/4- MIN EMBED. MIN 6' BETWEEN JAMS BRACKET LOCATION JAMB BRACKET- 1/4-20x9/16- TRACK BOLT AND 1/4-20 HEX NUT 2 3/4- EDGE I MIN 2 x 4 SPF (G-0.42) OR BETTER WALL STUD UQM- MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL BE NE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE EXTERIOR HOLD BACK tE!OSHEATHING_ 5/16- LAC SCREW WITH 1-9/32- EMBED IN CENTER STUD (± 1/47 FOR EACH JAMB BRACKET LOCATION JAMS BRACKET 1/4-20x9/16- TRACK BOLT AND 1/4-20 HEX NU TRACK SHEET 2 OF 2 DATE REVISIONS NAME PROFF5SIONAL ENGINEER'S SEAL PROYDED ONLIf FOR JAMB CONNECT ION SUPPLEMENTDRAWNG PART NO. REV. VERF}CA70N OF WNDLOAD CONSTRUCTION DETAIt.5 324620 P, 6 The Genuine. The Original. War 0-othoad Door Corporation 2501 S. StMo Hwy 121, Suite ZW Lewisville, TX 75067 Phone 4695497100 Fax 4695497281 w%Ymoverheaddoor.corn IVOIUVil Subject: ASTM A653-00 To Whom It May Concern: This letter is to state that ASTM A 653-00 as tested in FL 9174 meets or exceeds the requirements of ASTM A 653-06. Please feel free to contact me if you need any additional information. Sincerely, Dwayne J. Kornish P.E. FL PE 77945 F.N* No. 77"S Kp,g STATE OF lo "-A0R%01k' VAL. F70 Horton TancoOverheadDoorCorporationASubsWiaryofSamvaHaldinysCorporatbn 3121Fal rgate Dr. Carrollton TX 75007 John E. Scates, Professional Engineer June 1O,2Ol1 VVavne-Dalton,aDivision ofOverhead Door Corporation 3385Addison Dr Pensacola, FL]JSl4 Re: Evaluation Report for Residential Model S family FL 09174-117 To Whom It May Concern: At the request ofVVayne-Dahon, a Division of Overhead Door Corporation, | have reviewed the drawings and tests listed below. These doors were tested at an accredited laboratory according toANS|/DA3MAlO8- 20O2and ANS|/DASK4A1l5-2OO5test procedures. The pressures listed on the drawings are a direct result of these tests. | have concluded that the construction shown on these drawings comply with the structural requirements of the 2007 Florida Building Code. | certify that | meet the requirements of "independence" as detailed in Florida Statute 9N-3.005. Code References ZUU7Florida Building Code SecUon16O9 Sect| on1OO9.l.2 Section 1714. 5.3.1 Test Procedures Wind Loads ANSKDA3K8All5-VVindbonneDebris testing ANS|/ DA5K8A1O8-Static wiOd|o@6testing Testing was conducted in accordance with AN K4A 108-2002 and 108-2005. AN5|/DASK4A 108-2002 is forward compatible with ANS|/OASMA 108'2005, All tests included holding the door at design pressure for a minimum of 10 seconds, and achieving a 150% overload test" or "proof") pressure for 10 seconds. In addition, some of the doors were also tested for vvindbornedebris according toANS|/OASW1A115'ZOO5. Not all vvindbornetesting included glazing with the door panels, These are itemized inTables 1and 2. Yn. r `` FL 09174-R7 Test Reports ETC-06-976-17575.1, static per 108-02, dated 5/30/2006 ETC-06-976-18185.0, static per 108-02, dated 10/27/2006 ETC-06-976-19011.0, impact per 115-05, dated 4/25/2007 CTLA 1911W static 108-02 and impact 115-05, dated 10/21/2008 CTLA 1911W-3 static 108-02 and impact 115-05, dated 2/10/2009 CTLA 2020W static 108-05 and impact 115-05, dated 3/9/2010 CTLA 2020W-1 static 108-05, dated 3/9/2010 QHD/TREQ ETR 06182-2 static 108-05, dated 5/26/2011 ETC = ETC Laboratories, 297 Buell Rod, Rochester, NY Testing was conducted by ETC at Wayne -Dalton Test Facility in Pensacola, Florida. CTLA = Certified Testing Laboratories, Architectural Division, 7252 Narcoossee Rd., Orlando, FL Testing was conducted by CTLA at Wayne -Dalton Test Facility in Pensacola, Florida. QHD/TREQ = Overhead Door's TREQ facility in Dallas, TX. This facility had a current accreditation per ANSi/IEC/ISO 17025 at the time of testing, listed with International Accreditation Service, Certificate No. TL-368. Installation instructions The drawings provide installation instructions peculiar to windload reinforcement. In addition, Drawing 307494, Rev P10, provides supplemental track assembly details. Jamb attachment: Methods of securing the door to the mounting surface is detailed in the Jamb Connection Supplement, P/N 324620, Rev P9. This Evaluation Report does not address design of the wall/jambs themselves. These drawings only illustrate common means to attach the door to the jambs. Walls and Jambs should be designed (by others) to withstand the loads imposed by door onto the building. Additional information is available in DASMA Technical Data Sheet TDS-161 at www.dasma.com. 2 (D/(0/tI; Drawings TABLE 1. FL 09174-117 Drawing Option Width Height psf Impact Glazing Glazing Static Impact Door Avail Impact Test Test Avail 318958 0228 9 8.75 26.9/-30.8 Yes Yes Yes 17575 19011 Rev P7 318959 0229 16 8.75 15.3/-17,0 No Yes No 17575 Rev P8 318960 0230 16 8.75 25.9/-28.8 Yes Yes Yes 17575 & 19011 Rev P10 1911W3 & ETR6182-2 318996 0231 16 8.75 30.0/-33.5 Yes No No 1911W 1911W Rev P5 318999 0232 18 18.75 12.4/-13.8 No Yes No 17575 Rev P5 319000 0233 18 8.75 18.5/-20.7 No Yes No 17575 Rev P5 319022 0234 9 8.75 43.2/-49.6 Yes Yes Yes 17575, 19011 & Rev P5 18185 & 1911W3 1911W3 319023 0235 16 8 39.2/-43.7 Yes Yes Yes 17575 & 19011 Rev P6 18185 319024 0236 18 8 30.0/-33.5 Yes Yes Yes 17575 & 19011 Rev P6 18185 379025 0237 18 8 39.2/-43.7 Yes Yes Yes 7575, 19011 & Rev P6 18185 & 1911W3 1911W3 3 FL 09174-117 TABLE 2. Drawing Option Width Height psf Impact Glazing Glazing Static Impact Door Avail Impact Test Test Avail 319026 0600 9 10 26.9/-30.8 No Yes No 17575 Rev P4 319027 0601 9 10 41.0/-46.3 Yes Yes Yes 17575 & 202OW Rev P4 202OW 319028 0602 16 10 15.3/-17,0 No Yes No 17575 Rev P5 319029 0603 16 10 23.0/-25.0 No Yes No 17575 Rev P5 319030 0604 16 8 39.2/-43.7 Yes Yes Yes 17575 & 19011 & Rev P5 202OW 202OW 319031 0605 18 10 15.3/-17.0 No Yes No 17575 Rev P4 319032 0606 18 8 30.0/-33.5 No Yes No 17575 & Rev P6 202OW-1 319033 0607 16 8.75 25.9/-28.8 No Yes No 17575 Rev P5 319034 0608 18 8.75 18.5/-20.7 No Yes No 17575 Rev P4 379035 0609 18 8 39.2/-43.7 Yes No No 17575 19011 Rev P5 4 Wtb FL 09174-R7 Model Descriptions Model 5120/9100is constructed of 30 gage, ASTIVI A653-00 CS Type Bexterior steel skin with an ASTIVI A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior po|v|anm|nateskin, having thickness of1.1" for sections with a maximum height Of Zl" and a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a stamped or flush facer design. Model 5is constructed of 30 gage, ASTIVI A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an iRteriorpo|y|anninate skin, having thickness of1.4" for sections with a maximum height of24". Includes foamed -in -place ribs and a W" deep recessed facer panel that may use optional decorative trim, Model 9GOOis constructed of3Ugage, ASTMAS53-OO[5Type Bexterior steel skin with an ASTIVI A525 G-30galvaniasd coating and two moats ofpolyester paint, a foamed in place polyurethane core, with aninterior galvanized and painted 82gage skin, having athickness of1.4" for sections with a maximum height of24". Includes foamed -in -place ribs and a stamped orflush facer design. Model G100is constructed of 30 gage, ASTMA653-00 CS Type Bexterior steel skin with an ASTM A525 G-30galvan|zed coating and two coats ofpolyester paint a foamed in place polyurethane core, with an interior poWamoinmte skin, having a thickness of 1.4" for sections with a nl@XiUnVrn height of34". Includes foamed -in - place ribs and oflush facer design with 8"K4DFdecorative overlay. FL 09174-117 Additional Limitations The drawings cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details, but relies upon the illustrations and text ofthese drawings and instructions aswell. Selected products within this Evaluation have been tested for Windborne Debris according tnANSKDASW1A115. Tables 1and 2indicate the VVindborneDebris doors bya"Yes"|nthe Impact Door" column, Doors with available impact o|adDg are also indicated in these Tables. These products are not intended for the Florida High Velocity Hurricane Zone (HVHZ). Sincerely, Florida PE # 51737 M 3121 Fairgate Dr. Carrollton TX 75007 John E. Scates, Professional Engineer Nayne-DaltVm,aDivision ofOverhead Door Corporation 3395 Addison Dr Re: Statement ufAffirmation toFB[5*Edition /2O14\ FL 09174-R9 To Whom It May Concern: To the best of my knowledge, the products listed inFL09174-R9 conform to the requirements of the 5 1h Edition (2014) of the Florida Building Code. ohn E. Scates, RE, certify that | meet the requirements of "independence" as it relates to Wayne -Dalton (ADivision ofOverhead Door [urporaUon). Specifically, l\ | do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing ordistributing these products. 2) ! ( my business) is not owned, operated or controlled byany company manufacturing or distributing these products. do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4\ | du not have, nor will acquire, a financial interest in any other entity involved in the approval process ofthe product. Digitally signed FmJohn E. Scates, P.E. John E.Scates, PE. Florida PE#5l737 1, SHORT PANEL NON -IMPACT RESISTANT GLAZING OPTION - 090` MINIMUM SSS GLAZING IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6) $Bxl' SCREWS INSTALLED IN 13 GA HORIZ ANGLE TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORARVE INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING. GLAZING MALL HAVE A MAXIMUM HEIGHT 13 GA FLAG ANGLE - OF 13.75' AND A MAXIMUM LENGTH OF 16.75". GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WIND -BORN DEBRIS REGIONS. 16 GA MIN HORIZ. TRACK 2 LONG PANEL NON -IMPACT RESISTANT GLAZING OPTION - 5/16x1-5/8"' 090' MINIMUM SS8 GLAZING IN MOLDED FRAMES GLUED WITH LAG SCREWS A i BEAD OF BGSTIK 1100 OR EQUIVALENT UNDER THE MIN 3 AS OUTER FRAME AND SCREWED TOGETHER WITH A MINIMUM OF SHOWN) 10) /8x1' SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS 16 GA MIN VERT- UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING. TRACK GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 13.75' AND A MAXIMUM LENGTH OF 39'. GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WIND-BORNE 5/16x1-5/8' LAG• DEBRIS REGIONS, GLAZED SECTION REQUIRES 18 GA J-STRUT SCREW AT EACH SCREWED TO LOWER INTEGRAL RIB OF SECTION AND OPERATOR JAMB BRACKET STILE TO BE FACTORY INSTALLED, INSTALLER SHALL FIELD INSTALL (1) t/h14x7/$' SELF DRILLING CRIMPTITE SCREW TO 1/4-204/16' TRACK - ATTACH THE J-STRUT TO THE INTEGRAL RIB AND OPERATOR BOLT AND 1/4-20 HEX STILE AT THE CENTERLINE OF THE DOOR PER DETAIL F ON NUT AT EACH JS JAMB SHEET 2. BRACKET LOCATION 3. IMPACT RESISTANT GLAZING OPTION - IMPACT RESISTANT LAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS). GLAZING SHALL BE 1/4' MAKROLON-AR PO.YCAR80NATE OR EQUAL GLAZING SHALL HAVE A MAX"M9M HEIGHT OF 15.21' AND A MAXIMUM LENGTH OF 50.08". GLAZING G "MIPACT RESISTANT AND DOES MEET THE REQUIREMENTS FOR WIND-80R14 DEBRIS REGIONS. SEE DETAIL E ON SHEET 2 FOR ASSEMBLY DETAILS. GLAZED SECTION REQUIRES REINFORCEMENT BRACKETS 15 GA ST'w,c- LATTACHEDTOU-BAR ON UPPER INTEGRAL RIB (SEE DETAIL G JAMB BRACKETSSHEET2). 18 GA J-STRUT SCREWED TO LOWER INTEGRAL RIB SEE SCHEDULE FOR OF SECTION AND OPERATOR STILE TO BE FACTORY INSTALLED, IXIANITY, LOCATION, INSTALLER SHALL FIELD INSTALL (1) 1/4-14x7/8" SELF` AND TYPEDRILLINGCRIMPTITESCREWTOATTACHTHEJ-STRUT TO THE INTEGRAL RIB AND OPERATOR STILE AT THE CENTERLINE OF THE DOOR PER DETAIL F ON SHEET 2, KEY LOCK OR SLIDE LOCK- 4. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6' O.C. BOTH ENDS (NOT MUST OVERLAP TOP AND 807H ENDS OF PANELS MINIMUM REQUIRED WITH OPERATOR 7/16' TO MEET NEGATIVE PRESSURES. SEE NOTE 5). SLIDE LOCK SHOWN FOR 5. KEY LOCK, SLIDE LOGOS, OR OPERATOR REQUIRED. CLARITY 6. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN PLACE NOTE, (4) SECTION SOLID POLYURETHANE FOAM INSULATION CHEMICALLY BONDED TO 30 DOOR SHOWN. SEE SHEET GA MINIMUM FACER STEEL AND A POLYLAMINATE BACKER. 2 FOR U-BAR LOCATIONS END CAP TO HAVE A MINIMUM 1.1' DEPTH, ON DOORS WITH OTHER SECTION QUANTITIES AND 7. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SEE NOTES 1, 2. AND 3 SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF ON THIS SHEET FOR RECORD FOR THE BUILDING OR STRUCTURE AND IN GLAZING OPTIONS. ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING, 8. DOOR JAMB TO BE MINIMUM 2.6 STRUCTURAL GRADE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. 9. LOUVER OPTION - .040' MINIMUM LOUVERS IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6) ,OFSxt' SCREWS INSTALLED IN THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. LOUVERED SECTION REQUIRES OPERATOR STILE TO BE FACTORY INSTALLED AT THE CENTERLINE OF THE DOOR. SONN E. SCATES, PE 3121 FAIRGATE DR, CARRC LTON, TX 7SO67 FL PE 51737 TX PE 56306/F2203 PROFS SSICNAL ENIGNEER'S SEAL PROMDED CHLY FOR VERFCATION OF WNXCAD CONSTPUCTICN DETAILS. m.— — I— we EQUAL TO 12'-0'. JAMB BRACK SCHEDULE DOOR HEIGHF NO. OF SECTIONS JAMB BTRACKETS EACH JAMB) TRACKTom' LOCATIONOF BRACKETS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS t 2') 7'-0' 4 6 CA" JB). 13 Oi}, 25-1/2 (JB), 34 LIB , 45-1/4' O), 63 (JB 7'-0` 4 6 FAT JB). 10 (JB), 21-3/4(JB), 29-3/4 (JB), 42 (JB), 63-1/< (JB) 5 8 CA JB). 13` 01), 23` (JB), 34' (JEI), 47-1/4` (0), 58" (JB,. eY (01). 8'-0' 5 8 FAT JB), 10` (JB), 21-3 4' (JB), 29-3 4' (JB). 48" (JB). 57-1 4' 7 B'-0 IGH UFT DDF PITCH SEE NOTE BELOW hom._ JB) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16` TRACK BOLT AND NUT. CA) FOLLOWING DIMENSION DENOTES QUID( INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. ALL DOORS WITH HIGH LIFT, ROOF PITCH, AND/OR GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL. ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS, SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPOR'nNG STRUCTURE MAX DOORWIDTH DOOR HET UNIFORM LOAD EACH JAMB (PLF) 16'-0" ALL 207.2/-230.4 14'-0" ALL 181.3/-201.6 12'-G` ALL 155.4/-172.8 10'-0" ALL 129.5 -144,0 i ® Ol1 DIVISION OF OVERHEAD DOOR CDR 3395 ADDISON DRIVE PENSACOLA, F' ORiOA 32514 REVISIONS P4 CHANGES TO GENERAL FORMAT AND CHANGED U-BAR FASTENER TYPE AT END CAPS AND BOTTOM RETAINER. CHANGED CENTER HINGE GAUGE AND ADDED LOUVER OPTION. CHANGED STRUT CEN71FICATfON METHOD FROM COLORED PAINT TO STAMPED NUMBER. CRT 3/8/06 P5 ADDED SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE AND CLARIFIED NUMBER OF FASTENERS AND CENTER HINGES REQUIRED FOR NARROWER DOOR WIDTHS. MRB 5/10/06 P6 ADDED IMPACT RESISTANCE TO DOOR. ADDED MODEL 6100. MCNRED NOTE 8 TO STATE THAT LOUVERS ARE NOT IMPACT RESISTANT. GRT 6/6/07 P7 MODIFED JAMB BRACKET SCHEDULE FOR FAT OPTION. ADDED LHR TRACK DETAIL SHEET 2, CRT 4/17/08 P8 ADDED IMPACT RESISTANT GLAZING. ADDED TEXAS LICENSE NUMBER TO TITLE BLOCK. CHANGED LOUVER NOTE. INCREASED MAX HEIGHT TO 8'-9'. ADDED HIGH LIFT AND ROOF PITCH TRACK NOTE. GRI i122109 PS UPDATED i,7._- PIOCK CRT 8/26/10 PIC ADDED LONG PANEL GLAZING OPTION CRT 3/15/11 STATIC PRESSURE RATINGS I APPROVED SIZES SCALE: N.T.S. SIZE: A DESIGN (PSF): +25.90/-Z8.80 IMAX WROTH: 16'-0' DATE NAME TEST (PSF): +38.85/-43.20 MAX HEIGHT: T: 8'-9" IDRAWN 3/8/06 1 GIRT IMPACT/CYCLIC RATED (YES/NO): YES IMAX SECTION HEIGHT: 21"' CHECKED 4/6/06 I MRB MODELS S? 20/6100/9100 SHEET 1 OF 2 DRAWING PART NO. REV, WINDLOA.D SPECIFICATION OPTION CODE 0230 318560 (P10 13 CA ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAL RIB 13 GA ADJUSTABLE FIXTURE ATTACHED TO WITH THE (8) PRE-PU N04ED TOP FIXTURE PRE -PUNCHED HOLES -" HOLES EACH END FACING UPWARD IN BOTTOM OF U-BAR / AND ATTACH THRU END CAP AT WITH (2) 1/4-14x5/8" EACH END WITH (2) t/4-14x7/$' CRIMPTITE SCREWS SELF DRILLING CR1 TjTE SCREWS f FOR STANDARD TRACK AND (3) o 1/4-14x7/8' SELF DRILLING e CRiMPiiTE SCREWS FOR LOW HEADROOM TRACK (2 OF WHICH ° ARE USED TO ATTACHED THE TOP DETAIL A BRACKET AS SHOWN). LOW HEADROOM TRACK 13 GA ROLLER SLIDE ATTACHED TO PRE -PUNCHED HOLES IN TOP OF U-BAR PLACE U-BAR OVER INTEGRAL RIB WITH WITH (2) 1/4-14x5/8" CWMPTITE 5C7iEWS. THE (B) PRE -PUNCHED HOLES EACH ENO USE MEWING HOLE IN SLIDE TO ENSURE FACING UPWARD AND ATTACH THRU ENO PROPER ALIGNMENT OF ROLLERS CAP AT EACH END WITH (2) t/4-14x7/8" SELF DRAWNG CRIMPTITE SCREWS 15 CA HINGE ATTACHED EXCEPTION. U-BAR PLACED OVER TOP WITH (4) 1/4-14x5/8" RIB ON THE BOTTOM SECTION SHALL ONLY CRIMPTITE SCREWS (2 OF • BE ATTACHED THRU END CAP AT EACH WHICH ARE FACTORY END WITH (1) 1/4-14x7/8' SELF DRILLING ATTACHED) CRIMPTITE SCREW LOCATED ON THE BOTTOM FLANGE OF THE U-BAR NQTE DUE TO CLEARANCES REQUIRED TO Z" NYLON STORMGORO INSTALL SCREWS THE THE o• ROLLER WITH BATARSS SHALLSBEF 4-1/2' STEM INSTALLED ON SECTIONS PRIOR TO DETAIL B INSTALLING ROLLER SLIDES AND TOP FIXTURE ON THE U-BARS. SEE ATTACHMENT NOTES ON THIS SHEET. 18 GA HINGE ATTACHED PLACE U-BAR OVER WITH (6) 1/4-20x5/8" L,. ti. INTEGRAL Rib AND ATTACH CRIMPTITE SCREWS (2 OF - WITH 2) iSCREW 0CRIMP1ESCREWS `MRU WHICH ARE FACTORY PRE -PUNCHED HOLES AT ATTACHED. 3 OF WHICH EACH INTERMEDIATE HINGE ARE FIELD INSTALLED INTO LOCATION (t THRU FLANGETOPLEAF, AND t OF OF U-SAR AND BOTTOMWHICHISFIELDINSTALLEDEDHINGELEAFAND1THRUTHRUPRE -PUNCHED HOLE -- - ' WEB OF U-BAR AND IN U-BAR) DETAIL C INTEGRAL RIB OF SECTION) 12 GA BOTTOM BRACKET FACTORY ATTACHED WITH jj " D 3) 1/4-t4x5/8" NOTCRIMPTITESCREWSBRA AT SELF FOR IMPACT RESISTANCE, SiO BOTTOM BRACKET MUST BE DRIT CE U-BAR OVER INTEGRAL RIB PATH CH DOWN TO CLEAR BOTTOM CKET AND ATTACH THRU END CAP EACH END WITH (1) 1/4-14x7/8" DRILLING CRIMPTiTE SCREW AS WN AND USE (1) 1/4-14x7/5 sLLF NG CR1M-7 SCREW ACROSS THE SCREWED TO THE BOTTOM I"?T A* Hit THE BOTTOM U-BAR AT U-BAR WITH EACH PRE --PUNCHED HOLZZ AT EVERY 2) 1/4-140/8' SELF DE T AIL D HINGE LOCATION. USE (1) 1/4-204/8' DRILLING CRWPTHTF SDC WSJ CR€MPTITE SCREW AT ALL OTHER SEF IMPAC. dOTTOM BRACKET PRE -PUNCHED HOLE LOCATIONS.. OETAHL THIS SHEET. 8x3/4" MIN STAINLESS SCREWS WITH STAINLESS BACKED RUBBER WASHERS 3-1/2" O.C. MAX BEAD GEULTRAG1/8" ZE SSG40005G40AC I0AC STRUCTURAL t SEALANT OR I I I FACER 04N E. SCATES, PE NON-STRUCTURAL \ 3121 FkRGATE n DECORATIVE INNER CARRIALTCN, TX 75C707 WINDOW TRIM FL PE 51737 TX PE 56308/F2203 PROFESSIONAL ENCItiEER`S SEAL PROVIDED CNtY FOR I VERIFiC`.AAGN OF AINOLOA`D CONSTRUCT, OE TA4L5. I DETAIL USED ONLY ON IMPACT GLAZED SECTION - 11 GA REINFORCEMENT BRACKET ATTACHED WITH (4) 1/h14x7/8' f SELF DRILLING CRIMPTITE SCREWS (2, THROUGH BOTH BRACKET AND U-BAR) 18141Txw 1) 1/4-14x7/8' SELF DRILLING Ct€MPTITE SCREW AT CENTER LINE OF DOOR THRU STRUT & OPERATOR BRACKET. NOTE;_ J-STRUT & SCREW ONLY RECURRED ON LONG PANEL AND IMPACT GLAZED SECTIONS. SEE NOTE 2 SHEET 1 1 ATTACH BOTTOM BRACKET TO BOTTOM U-BAR WITH (2) 1/4-14x7/8' SELF DRILLING i CRIMPTTTE SCREWS I I — IMPACT BOTTOM BRACKET 5) SECTION DOORS WITH (6) 3% t8 GA. 80 KS U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN — 4) SECTION DOORS WITH (5) r, 18 GA,. 80 KSI U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN TAlL U-BAR ATTACH1DEri NOTES I. ALL U-BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACHED THRU PRE -PUNCHED HOLES WITH (2) 1/4-14x5/B" CRIMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION, (2) t/4-14x7/8' SELF DRILLING CRIIPTITE SCREWS AT EACH END CAP (EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE DETAIL 8 AND D THIS SHEET), (2) 1/4-14x5/8' CRIMPTITE SCREWS APPROXIMATELY MIDWAY BETWEEN END OF DOOR AND INTERMEDIATE HINGE LOCATION, AND (1) 1/4-14x5/8' CRtMPTITE SCREW APPROXIMATELY 8' FROM EACH END. FOR DOOR WIDTHS GREATER THAN 12'-0-, THERE SHALL BE A TOTAL OF (20) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (18) SCREWS EACH. FOR DOOR WIDTHS LESS THAN OR EQUAL TO 12'-O", THERE SHALL BE A TOTAL OF (16) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION NON-STRUCTURAL DECORATIVE SHALL HAVE A TOTAL OF (14) SCREWS EACH. OUTER WINDOW TRIM 2. WITH THE EXCEPTION OF THE (8) PRE -PUNCHED HOES IN POLYCAl ONATE THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER t/4" SLIDES AND THE (6) PRE -PUNCHED HOES IN THE BOTTOM OF EACH END USED FOR THE ATTACHMENT OF THE TOP FIXTURE AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION DRAWING, ALL PRE. -PUNCHED HOLES IN ALL U-BARS SHALL BE ATTACHED TO THE DOOR WITH 1/4-144/8' CRIMPTITE SCREWS. 5 3. 18 GA U-BARS SHALL BE STAMPED '46" APPROXIMATELY r FROM EACH END. STATIC PRESSURE RATINGS APPROVED SIZES SC Wag. " DESICN (PSF): +25.90/-28.80 MAX WIDHHH 16'-C" D TEST (P5C): ED (YES/NO): C MAX HEIGHT: 8'-9" DE IMPACT/CYCLIC RATED (1?"5/N(}); YES IMAX SECT?CN HEIGHT: 21" CF MODELS 5120/6100/9100 IA 0€Vt90N OF OVERHEAD DRIVE CORP1PENSACO.a,FL IDDA 32514 WiNDLOAD SPECIFICATION OPTION CODE 0230 P4 CHANGES TO GENERAL FORMAT AND CHANGED U-BAR FASTENER TYPE AT END CAPS AND BOTTOM RETAINER. CHANGED CENTER HINGE GAUGE AND ADDED LOUVER OPTION. CHANGED STRUT ICENTiFiCATION METHOD FROM COLORED PAINT TO STAMPED NUMBER. GRT 3/8/O6 P5 ADDED SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE AND CLARIFIED NUMBER OF FASTENERS AND CENTER HINGES REQUIRED FOR NARROWER DOOR MOTHS, MRS 5/10/C6 P6 ADDED IMPACT RESISTANCE TO DOOR. ADDED MODEL 6100, MODIFIED NOTE 8 LC STATE THAT LOUVERS ARE NOT IMPACT RESISTANT. CRT 6/6/07 P7 MODIFIED JAMB BRACKET SCHEDULE FOR FAT OPTON. ADDED LHR TRACK DETAIL SHEET 2, CRT 4/17/08 P8 ADDED IMPACT RESISTANT GLAZING. ADDED TEXAS LICENSE NUMBER TO TITLE BLOCK, CHANGED LOUVE.'? N6,L INCRVbf: MAX HESGHT 20 8'-9" ADDED u :, LIFT ",' 109 PITCH TRACK NOTE. OR' 7/22/08 PS UPDATED TITLE BLOCK CRT 8/26/10 PIC ADDED LONG PANEL GLAZING OPTION CRT 3/`S/11 N.T.S. 1SIZ) E: A DATE NAME t 3/8/06 i GRT ED 4/6/06 1 MRB SHEET 2 OF 2 DRAWING PART NO. 1 REV 318960 f P10 13 CA MlP CONTINUOI WALL ANG PLICE PLATE LOCATION SEE SCHEDULE 11 CA MIN 14" CLIP SEE MAX SCHEDULE TYPICAL CLIP BOLTING DETAIL TRACK 3) 1/4"-20 TRACK DR CARRIAGE BOLT KITH 1/4"-20 NUT 13 CA MIN CONTINUOUS TRACKWALLANGLE 12 2) 1/4" X MAX 7/16 SEMI fTUBULAR RIVITS- 12 SEE CLIP DETAIL MAX Ito, ,,K 11 CA MIN 1) 1/4"-20 TRACK OR CARRIAGE BOLT SCHEDULE P SEE WITH 1/4"-20 NUT 1 2 MAX TYPICAL CUP RIVETING DETAIL 12 LIP LOCATIONS RS' WW 0.28" 0. 28 11 CA MIN CLIP MAX SEE SCHEDULE 2 SEE SCHEDULE 12" MAX TRACK 13 CA MIN• 1) 1/4--20 TRACK OR CARRIAGE BOLT OUCONTINUOUS WITH 1 /4"-20 NUT WALL LALLANGLE TRACK CLIPS TO BE EITHER TYPICAL CLIP RIVETED, BOLTED, OR WELDING DETAIL WELDED. SEE DETAILS THIS PAGE. iHN E 5CATES' PE 3121 FA1RWE DR, CARROLLTON, TX 759D7 Fl RE 51737 TX f E -N5M8/F2203 PROFESS,"NAL ENOINEER'S SEAL PRG'4DED ONLY FOR VEWICA730N OF WINDLOAD CCNSTRUCRON DETAILS. DESIGN PRESSURE CHART MAX DOOR WIDTH MAX PSF 9'-0" 46.0 PSF/-52.0 PSF 16'-0" 46.0 PSF/-52.0 PSIF 18'-0- 46.0 PSF/-52.0 PSF TRACK SUPPLEMENT Wa's 3395 ADDISON DRIVE CHPENS -7ACOLA, FLORIDA 32514 AR1 (850) 474-9590 REVISIONS 2 INCH ACK- CUPS-TEXAS ALL ANGLE 12 FOOT DATED J 6/11/03 UPDATED FORMAT. REASED ALLOWABLE ESSURES TO 16, 00/-52,00 PSF FOR L DOOR WIDTHS, ANGED ' TEXAS WALL iGLE" TO "CONTINUOUS kLL GC AN-. ADDED BS_' R ATE MCUNT;Nr, AU- CHANGED TO 7N HD ANCHORS T 4/2/07 CHANGED FORMAT, ICED MODELS 9B00 iD 15024 WITH OVERLAY TRACK CUP HEDULE, T 8/21/07 UPDATED MODELS TED IN CHARTS DATED SPLICE & CLIP HEDULES, P 9/06/07 UPDATE MOUNTING TAIL DRAWINGS. IT 10/05/07 UPDATED CHARTS TO IMINA- TE THE USE OF E # 8 CLIP {REPLACED 1}?# 9 ACROSS THE ARD). P 10/24/07 U PDATED STEEL U NTING DETAIL 8 04/11/05 EXPANDED 1-1/2- TO 3 / , DOOR THICKNESS AR UP TO 14' HIGH. T 12/11/08 0 UPDATED TITLE OCK T 5/2/lD DATE DRAWN SHEET I OF 2 DRAWNG PART NO. REV, 30, 1-1 PIC) 2 3/4" t1" EDGE DIST 5/16" x 1-5/8" LAG SCREW OR EQUIVALENT INTO MIN 2x6NO2 MIN 3/16" THICK STEEL FOR MOUIN WALL ANGLE E60XX MIN. 1 /8 2-24 1/8 V 2-24 SPF (G=O,42j OR _ TRACK CLIP BETTER AT EACH 1/4-2Ox9/16" HOLE OR PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HEX NUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL 4 d ra 4 a 4 a4 n Q n 4 CONCRETE MOUNTING DETAIL JCHN E. 5CATES. PE 3121 FAIRGA7t DR.. OARROLTON, TX 75OD7 FL PE 51737 TX PE 56.305/F2203 PROFESS IDNAL ENGINEER'S SEAL PRO'ADED ONLT FOR VERiFICAAON OF WINDLOAD CONSTRUC4IQN DETAILS, WITH MIN. (1) 1/4-2Ox7/8" SELF DRILLING SCREW WITH 1" O,D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDft 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP CLIP AND SPLICE PLATE SCHEDULE MODELS 8024 8124 WITH DECATRIM OVERLAY (2-1/2- THICK DOOR CLIP #'S FROM BOTTOM TO TOP PLLICEATE # 7'-0' 7, 9, 9, 9, 9, 11 16 8'-0' 7, 9, 9, 9, 9, 11, 11 16 9'-O" 7, 9, 9, 9, 9, 11, 11, 11 1$ 10' - 0" 7, 9, 9, 9, 9, 11, 11, 11, 13 18 11'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13 20 12'-0" 7, 9, 9. 9, 9, 11, 11, 11, 13, 13, 13 20 13'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 14'- 0" 7, 9, 9, 9, 9. 11, 11, 11, 13, 13, 13, 13 22 MODELS 5200 8000 8024 8100 8124 8500 2 THICK DOOR HEIGHT CLIP #'S FROM BOTTOM TO TOP SPLICE PLATE # 7'-0' 5, 6, 6, 7, 7, 9 12 8'-0" 5, 6, 6, 7, 7, 9, 9 12 9'-0' 5, 6, 6, 7, 7, 9, 9, 9 14 10'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11 14 11'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11 16 12'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11 16 13'-0" 5, 6, 6, 7. 7, 9, 9, 9, 11, 11, 11, 13 18 14'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13, 13 18 MODELS 6100 8300 8700 (1-3/8- TO 1-5/8- THICK DOOR HEIGHT CUP #'S FROM BOTTOM TO TOP ICE PLATE # 7'-0' 4, 4, 4, 4, 5, 6 8 8'-0' 4, 4, 4, 4, 5, 6, 6 8 9'-0' 4, 4, 4, 4, 5, 6, 6, 7 8 10'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7 8 11'-0" 4, 4, 4, 4, 5, 6, 6. 7, 7, 9 10 12'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9 10 13'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9 12 14'-O" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9, 9 12 MODELS 9100 9400 9600 970-0 9800 1 THICK DOOR HEIGHPLATECLIP #'S FROM BOTTOM TO TOP SPLICE 7'-0" 4, 4, 4, 4, 4, 4 6 8'-0" 4, 4, 4, 4, 4, 4, 4 6 9'-0' 4, 4, 4, 4, 4, 4, 4, 4 6 10'-0" 4, 4, 4, 4, 4, 4, 4, 4, 4 6 Damn TRACK SUPPLEMENT CHART! PEN ACOLAD, ISFLO 4V32514 REVISIONS _ P2 2 INCH TRACK - CUPS -TEXAS IWALL ANGLE 12 FOOT UPDATED BPJ 6/11/03 P3 UPDATED FORMAT. TINCREASED ALLOWABLE IPRESSURES TO V t46.40/-52-DO PSF FDR 3ALL DOOR WIDTHS. CHANGED ' TEXAS WALL TANGLE" TO "CONTINUOUS WALL ANGLE" ANGLE". AIDED SUBSTRATE MOUNTING DETAIL, CHANGED TO TITEN HD ANCHORS GRT 4/2/07 P4 CHANGED FORMAL ADDED MODELS 9800 AND 8024 WT'H OVERLAY TO TRACK CLIP SCHEDULE. GRT 8/21/07 P5 UPDATED MODELS LISTED 1N CHARTS. UPDATED SPLICE & CLIP SCHEDULES. DLP 9/06/07 P6 UPDATE MOUNTING DETAIL DRAWINGS. GRT 10/05/07 3P7 UPDATED CHARTS TO ELIMINATE THE USE OF THE q8 CUP (REPLACED WITH ¢ 9 ACROSS THE BOARD). jDLP 10/24/07 3P8 UPDATED STEEL MOUNTING DETAIL MRS 04/11/08 P9 EXPANDED 1-1/2" TO f - 3/8" DOOR TFACKNESS tGHART UP TO 14' HJrH. GRT 12/11/08 PO ADDED MODEL 8700. UPDATED TITLE iiEOCK IGRT 512/10 DRAWN SHEET 2 OF 2 DRAINING PART NO. REV, 307494 P10 1 Florida Building Cade Online Page I of 3 AL o0daj Uy jjq(etp( "t acts nome Log Fn User Realetratim Hot Toptm 4 Submit Surcharge Stats & FaM i PuMcatlons FnC Staff nCIS Ske Kap t C «Search 3+}u(' ' ` C"?([}(C} y; 4' j F I essib! 14tI Product Approval usm" Public User Regulation LUISAXIMt Sr.&ft > ffuRijSA}j20J.jI$' > Application Veto[) FL # Ft1 S332-RZ Application Type Affirmation Code Version 2014 Application Status Approved Comments Archlved T Product Manufacturer MI Windows and Doors Address/Phone/Finall 650 West Market Street Gratz, PA 17030 717) 365-3300 Edit 2560 bsltlinger@mlwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sllding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity Natlonal Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Steven M, Urlch, PE F] Validation Checklist- Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code k1aJ,.53,2._@..SL FhCQLndf Ord Yeuar AAMA/WDMA/CSA 101/13.2/A440 2005 ta11I affirm that there are no changes In the new Florida Building Code which affect my product(s) and my product(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity GYes 0No QN/A https:llwww.floridabuidding.org/px/pr_appWdtl.aspx?paTaln=wGBVXQwtDgtH8572gvdWI... 8/31/2015 Florida Building Code Online FuMa-11"- QC--EW41R--C-0-JAP1pdf Product Approval Method Method I Option D Date Submitted 04/30/2015 Date Validated 04/30/2015 Date Pending FBC Approval Date Approved 05106/2015 Summary of Products Page 2 of 3 FIL # Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD QXO 145-3/4NUO" NQN- REINFORCED Limits of Use Installation Instructions Approved for use In HVHZi No FL15332 R2 11 0a-=QQadt Approved for use outside HVHZi Yes Verified By: Luis Roberto Lomas 62514 Impact Resistants No Created by Independent Third Party: Yes Design Pressurei N/A Evaluation Reports Other. REFERTO APPROVAL DOCUMENT FOR DESIGN E4I.5332 R2 AE 5108076.Ddf PRESSURE RATINGS Created by Independent Third Party; Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON - REINFORCED Umft of Use Installation Instructions Approved for use in HVHZ*. No fWIULAZ-U-0,=- Approved for use outside HVHZ; Yes Verified 13y; Luis Roberto Lomas 62514 Impact Resistant: No Created by independent Third Party: Yes Design Pressure: NIA Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN EI-15332 R2 AE 5108058,Udf PRESSURE RATINGS Created by Independent Third Party: Yes 7 SERIF:S15332.3 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO REINFORCEDEINIFORCFD 145-314"x961 Limits of Use Installation Instructions Approved for use In HVHZ. No FI j 32 R9 108-02248A,adP Approved for use outside HVHZ. Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by independent Third Party: Yes Design Pressures N/A Elvaluatto" Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN W533Z 9LAE-5LU_ffi&kdj PRESSURE RATINGS 1 Created by Independent Third Party; Yes 15332.4 SERIES 420 ALUMINUM SGD Sb'KIF-S 420 ALUMINUM SGD REINFORCED OX, XQ, )0( RFJNFO?CFD 96"X96" Limits of Use Installation Instructions Approved for use In HVKZ-. No E"5N2-RLjL1d:QZ&49A,2j Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure- N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS Created by Independent Third Party; Yes 15332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" REI NFORCED Limits of Use rnstatletion instructions Approved for use In HVHZi No JQ2 R2 11 Qg&"5DApg Approved for use outside HVI-IZz Yes Verified by: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS Created by Independent Third Party; Yes 15332. 6 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX SGDREINFORCEDALUMINUM 96"X96" Limits of Use Installation Instructions Approved for use In HVHZ. No Approved for use outside HVHZi Yes Verified By: Luis Roberto Lomas 62514 Impact Reslatanti No Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Others REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS Created by Independent Third Party; Yes S 1 SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96' 420REISS15332,7 FALUMI NIJM LUS(3DNFORCED https: llwww.floridabuitding.orglprlp.t__,app__dtl.aspx?param=wGEVXQwtDqtII8572qvdWI... 8/31/2015 Florida Building Cade Online Page 3 of 3 Limits of Use Installation Instructions Approved for use in HVHZ^. No J L1.5332 R2 II j}QC;g Approved for use outside HVHzt Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressuret NIA Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN J L=2- RZ,AE-EMOea,Of PRESSURE RATINGS Created by Independent Third Party; Yes 15332.8 1 SERIES 430/44-0 ALUMINUM SGD Limits of Use Approved for use in HVHZt No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure; N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.9 ( SERIES 430/440 REINFORCED ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 14TWO" NON - REINFORCED Installation Instructions Gbi. z oa_Q o Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports i=LIS332 R2 AE 51QaQQQ,2Cf Created by Independent Third Party; Yes SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" Limits of Use Installation Instructions Approved for use In HVHZ: Na Approved for use outside HVHZ, Yes Verified By, Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Othert REFER TO APPROVAL DOCUMENT FOR DESIGN F—L M _ R2 f PRESSURE RATINGS Created by Independent Third Party: Yes sack Nwft M* Is ; _f4_ZP41on 9SaA67-1a24 The State of Ronda is an AAMEO employer. , t t EtLYdS, $t9t%aW4 a t Under Fiarlda law, email oddrosm are public reoonts. If you do not want your e•mall address released M response to a public -records request, do not send electronic mail to this entity. Instead, contact the ofifw by phone or by traditional mall. It you hava any quasfians, plaase contact 850A67,InS. "pursuant to section 455.275(1), Florida Statutes ePfective October 1 2012, licensees Ilmnsed under Chapter 455, F.S. must provide the Department with an email ammas If hay have one. Tha amags provided may be used for af ictal catrvrtunlmt[on with the Iicansas. However Pmeli addresses are public record. a you do not wish to supply a patsahal address, please Provide the Aeparbnent with an small address which can be made available to the public. To determine if you are a licensee wider Chapter 455, F.S., please dick here Product Approval Accepter ritdit .ar i https://www.floridabuiiding.orglprlpr__Api)—dti, aspx'?param—wGEVXQwtl)gtH8572gvdWI... 8/31 /2Q15 r.7fs* THE PRODL:C7, SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA 3U3LMNO CODE Z WOOD FRAUNG AND "ASONRY OPENING TO RE DESIGNED AND ANCHORED TD PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCii3T5CT OR ENGINEER OF RECORD, 3, 1% BUCK OVER kt&SONRY/C0NCREIE IS OPTIONAL WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTIONOF COATING OR MEMBRANE 1S THE RESPONSIBILTY OF THE ARCHITECT OR ENGINEER OF RECORD, 4. ALLOWABLE STRESS INCREASE OF 1 * /3 WAS NOT USED X THE DESIGN OF THE PRODUcT SHOWN HEREIN. WIND LOAD DURATION FACTOR Ccl-1.5 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: S)(TRUDED ALJWM. AA 6063-TS, 6. UNITS MUST BE GLAZED PER ASTM E13DO-04 WITH SAFETY GLASS, 7. APPROVED !k.PACT PRCTECIITYS SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD REARING SHIM, SHIM WHERE SPACE OF '/IS- OR GRATER OCCURS. VAX-,VUM ALLOWABLE S+M S7AOK TO BE 1/4' 9. DCOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO N07 REQUR_ WATER INFILTRATION RESSTANCE OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10, F-OR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 3#10 INOOD SCREWS WITH SLIMFCTENT LENGTH TO ACHIEVE A 1 3/6- VINIIAUM EMBEDMENT INTO Sj9STRA7,E, LOCATE ANCHORS AS SHOWN ;N ELEVATIONS AND INSTALLATION DETAILS. ll. FOR MICKORiNG INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFrClEgr LENGTH TO,ACHIEVE A 1 1/4' MINIMUM SBEDVENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE: DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 12, FOR ANICHORIW INTO META! STRUCTURE JSF #IG SW OR SIF ORLUNG SCREWS WITI-1, SUFFICIENT LENGTH 70 ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS 5-SOWN IN ELEVATIONS AND INSTALAPON DETAILS: 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR VANUFACTUREOR'S INSTALLATION INSTRUCTIONS A -ND ANCHORS SRAII NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH, SPECIFIED BELOW A. 'HOOD - MINIMUM SPECIFIC GRAVITY OF G-0.4Z S. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSL C. MASONRY - STRBGTH CONFORMANCE TO ASTV C-SC, GRADE N, TYPE I (OR GREATER). 0. METAL STRUCTURE- STEEL 183A, 23KSI OR ALUMINUM 6063-T5 1/8* 7HJC'( MINIMUM 15, APPROVED CONFIGURAMONS: OX, XO, XX, XP, PY, XIP, P;X TABLE CF CONTENTS 1SHEET NO. DESCRIPTION NOTES 2 3 —FETE ATIONS 4 IC I 1NS7ALLA7,,CN DETAILS I REV I om I wt I A RNW I ACHED FLAM;Z AND FIN INS'"ALLATI' 1 12/10/13 1 R„.. SIGNED: 72?w2m MI WINDOWS AND DOORS LLC 1001 W. OROSSY RD CARROLLTON, TX 75006 SERIES 442a SGD REINFORCED WITHOUT ADAPTER Wx 96" . . . . . . N07ES T d;rz --- V,L. 08-02249 slil N7S Icl'E 10/30/13 T1 OF 10 pESCRfTRON -T{ MYE APPliWw A ED RANME A.hp1 FIN INSSALL=N j 52/10/13 R.l..-_._ 30` MAX FRAME XMDTH ` ANCHORS TO BE EQUALLY SPACED CHART48 2) ANCHORS PER LOCATION CHART#t SEE CkfART #5 W`M2-Tl22'S(LL WITH!-62"S(LL FOR NUMBER OF LOCH IONS WHET EWATERINFItTRA770MRESISTANCEISRECUJRED. WHEREWATE:RAYFXTRA770AfREW97AdCEISREQUIRED REQUIRED : EE)VUTE9 SHEET SEE NOTP9 SHEET I Oactgh Praxwm chat 0-0 Deegn Pressne "*a" Go xl 6` MAX 6" Rum sa K etand tel renv WSif p Fhm STn sPtrselsa 1.1FtMs4lrcM1tf f,- a8A 36A 42A - QBA 1dA 2 0 C-0 48A ML$ tAt 6aDd 7200 seas a6.ao fEeigM 6O.oU •zd"5- 84.W 9B.00 6" MAX '- F ---"i Wi Pas -z Pee Ntp Ran { Ntg " eg Pos ft Pos i Nog Par Nv P- Ieg li"- add 4U.0 bEA 4EA 60.9 4aD 4&7 B 426 SLO %A 47.8 26.0 41.7 25A 37.4 2A4 4.4 38AO 40 40D 48.d 46.6 410 3g.4 : 88.0 .0 S 3S2 25.d 32.2 ALO A ,E 40,6 4d.5 3 .S 37.1 32.0 2B.d 429 21W 3 2 25.a 332 90.5 OBa 46A AM .t < 3B.d 35.6 add 25A 407 21.0 35S 25A 5.4 .0 28S s CHART#P CHART#4 WRTfaits2' S(LL W/TH 1-Y2`SftL 9E° F WHERE WATER WMTRA77CNRMSTANCElS NC7REQLTAEDI WHERE WATERWFTLTRATIONREVSTAVCEtSMJTREQU{F.ELMAX FRAME . d hesF P a(rert (ps p (name Aeg9' n P eg ande. - HE3CH7rdtiea' ad dal reOalMdth (at s.zge Yassai e'd4i Funs ewn ji ( 8dA Hag Pas Keg Fos R3.7 42A 424 f P a N P 72, 08 s404 Od I (( ) t f Neg Pas Heg 37. 4 34.4 Sit faA 66.2 552 E8A 43.d 43A 3dsE 59.4 88.D 2 583 3 382 2 32.2 32,2 ; zo 52d BZ.4 45.4 < 48b .Y 51.5 92.0 42.3 42,4 372 2 332 3s. 303 163 6. 0 i8A 49.8 4Z i 58.4 38.E { 35A 3E6 44.7 .T 3 353 31_4 51 t S 56^ Mnx 3-,---Y-zr- cHARr tan8er otaadrorJocatfaasrcpured stngh Rbul and Total Fm" wdbW SERIES 420 SOD REImFORCED WIT74OUT ADAPTER Yame -aaA 3a a sz d 4SA EXTEFIOR y/EW ma A %d DESfGNPRESSURERATtNCs AWPACTRA.TiNG Y& S JBma HdS .1amn Nss .lamb NSS s4A 4 e 5 8 6 5 s fi 88. 0 4 8 5 6 a B B 8 1" 35 CPSF ('tCiNE gip 4 6 5 a 6 B 6 8 98A 4 8 B B 6 B 6 e W( TH24/3YSLL SEE CHARTS #Y AND 02 FOR OTHER UN(7u RATYNGS DESTm PRESSURE RAT(NG JM!'ACT RAT(NG 25. 01-2&6PSF NQNE WITH 14SAL SEE CHARTS # SAND #4IVOR OTFfPR UNITS RATINGS AI WINDOWS AND DOORS LLC w 011R `ifff!", 100i W. CROSBY RD . .... q19, EARROL.TON, TX 75WS r, ttGfEN&- _d SERIES 420 SOD REINFORCED WITHOUT ADAPTER *` 0 96' x 96" ELEVATION C. A. V.L. It 08-02249 SME NTS I BATE 10/30/13 --2 OF 1 96* MAX FRAME WIM ANCHORS TO BE EQUALLY SPACED 2) ANCHORS PER LOCATION SEE CHART #6 FOR NUMBER OF LOCAMONS REQUIRED s' MAX S' VAX 95, MAX FRAME HEIG4r 6' MAX T- 6' MAX SERMS 420 SGO REINFORCED WrFHOUT ADAPTER Ek7rmR` VIEW FRESSVRERATM j WFACTRAV,13 5.OPSF I NONE WrH24/,V'SILL SER CHARTS M AND 92 SREET 2 FOR OTHER UNIFSRATWCS OEVOV PRESSURERATNG tMPACTR477A* 25. 0128,6PSF NONE WITH 1-wsrLL SEE CHARTS 93AND 04 SHEET2 FOR OTHER LWS FATWGS ADDED FLANGE AND FFN iNSrALLAMON I 12/ID/1-1 JR.L CHART46 mg 29. 0 lmo 720 " o AZO mla ts Jp b P'b Has J—V IIAS -1—ib 9" Jamb 84D 4 6 5 0 6 6 4 T456s 6 6 6 6 6 szo 6 6 a Me 6 6 5 315' 2 1/32' 2 ta2' SILL WhIUM, 606a-T5.055 THVCK 2- 11) 21 SILL ALUUNW, & v63-T3-456T7*0K MI WINDOWS AND DOORS 1 LC oklillifli!// NSP.. 'L 0 (zl 1001W. CROSB'r RD ...... ff CARROLLTON, TX 75006 SERIES 42G SGD REINFORCED WITHOUT ADAPTER 96, x gr FIN ELEVATION 08- OZZ49 A -'/)/ 7'04ANTS I ty/ OF 10 lll;ltftl 1/2- wN. EDGE DISTANCE ADDED FLANGE k40 FIN INSTALLATION 1'7/10/13 3/8, MIN, WOOD FRAMING ENT OR 2X SUCK BY OTHERS MAX- 10 WOOD Sf4I.V SPACEWl I 3/a- MIN. 1/4:- MAX FMBEDM-EXT SHIM. SPACE SCREW 11 EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X SUCK By OTHERS EXTERIOR Ll LLJ INTE'noR VER77CAL CROSS SECT701V WOOD rRWjNGOR2XBUCXhVSrALLA7lOH NOTES. i. INTERIOR AND EXrEWOR FIMMM By OTHe46, 1ljCr.*CWN FOR CLARITY, 2 PSqA4E7ERANDJOINT SEALAATaYOTF07STOSE oMG& W 4VACCoRVAlVCEVVTFHASV.4Ell f2 SILL TO BE SE' IN A BED OF VOLKEN 116 CONSTRUCTION ADHESIVE OR EQUAL F -E SHEET 3 OR SILL OPT.CNS MN. IENT 10 WOOD SCREW WOOD FRAMING OR 2X SLICK Sy OTHERS 5 JAMB INSTALLATION DETAIL jVOOD FRAMOVS OR 2X RUCK YrSTALLA 77ON MI WINDOWS AND DOORS LLG lool W. C'lROSSY RD CARROLLTON, TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96, x 96" FRAME INSTALLATION DETAILS 08-02249 Sck-' NTS 1— 10/30/13 l T4 OF 40 WTEMOR METAL STRLPCTJRE BY OTHERS 10 SMS OR SELF DRIILLWG SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /4' VAX IF r SHIM SPACE 10 sms OR SFIF DRILUNG SCREW INTERIOR L TO BE SET IN 3ED OF VULKEM I IS NSMCrOS ADHESIVE EQUAL SEE SHEET 3 FOR SILL OPTIONS VERTICAL CROSS SE07701V AJETAL 6TRU--7UREMTAt.L4TM t, ffermop AND sa-moP FWISHES, BY OTWAS, NOT SHOM FOR CL4PITY, 2, PEMUETER AAV JOINT SSq.W BYO -1HEnS TO BE OEStGAED [NACCORDAUNCE WTHASTME21 f2 v- 7/8. Mll EDGE OfSTA I O SMS OR SELF DRILUN45 SCREWS METAL MU07URE Er-f OTHERS Af= IDDLID Rk*E ANO f NS-ALA;--r0X 12/10/13 F-L- jAmB INSTALLATION DETAIL METAL STRUCTVREIN'STALLAVON Mi WINDOWS AND DOORS LLG 01MIll, UI DO 1 W, CROSBY RD CARROLLTON, 7X 75005 As 0 0SERIES420SODREINFORCEDWITHOUTADAPTER96" x 95" FRAME INSTALLATION DETAILS Af Sim FkMV 08- 0224B A littilm, NTSPOE10/30/13 Is"XIS Or 40 2 1/2* MIN - EDGE DISTANCE 1 1/4:" MIN. EMBEDMENT CONCRETE/ MASONRY 1/4" MAX. 3Y OTHERS SHIM SPACE 0171ONAL 4BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET I jI 3/16' TAPGON oarplop LLL SILL TO BE SET IN A BED OF VULKEM 116 COV—>UCTION ADHESIVE OR EQUAL 3/16- TAPCO4 SEE SHEET 3 MASONRY/ FOR SILL OPTIONS BY 07HERS EMBEDMENT 1/4- MIN. 2 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SEC770/V WNCR5TEVAWNRYW&TALL4774M ocs=07!at rATE I APPROM ADOW FIANCE AND FIN I.ISTALIATION 12/110/1.3 1 R.L I I /.I,- MIN EMBEDMENT 2* SHIM SPACE EDGE DISTAMM GE STANCE 3/16- TAPCON CONCRETE/MASONRY Efl OTHERS OPTIONAL I X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET I IWERIOR a EXTERIOR JAMB INSTALLATION DL-7AJL CONCPEMWISONRY INSTAUAT70N NOTES i. #,,n9WJ;?AND 00ZWOR FWL'ZhW, BrYOThEW, NOT 5f4OW)V FOR CL4R[Tv. 2, PMtJETFI7At4DJOWr$-OALAN7BY077iE TO BE DESIGNED WACCCRDANCE WTTRASTMElf 12 MI WINDOWS AND DOORS II C 1001 W- CROS13Y RD CARROLLTON, TX 75006 SERIES 420 SGO REINFORCED wrHouT ADAPTER 96, . 96, FRAME INSTALLATION DETAILS Ko. AO dPV7wll L OB-02249 A 11Zz scue Nis 1— 10/30/13 1-6 OF I WOOD FRAMLNG OR ZX SUCK BY OTHERS IC WOOD SCREW WOOD FRAMING OR ZX BVCi BY OTHERS 1/2' WN" E DISTANCE 1 3/97 MIN. f 1/4- MAX - SHIM SPACE 10 WOOD SCREWS EXTERIOR UA INTERIOR VER77CAL. CROSS SECT70N V,DOW FFAMIMa OR PYBUCK WS"IALLAWN 1, INTERIOR AND EX7BqfOR FTNkqff0,.9Y OTHEFIS, NOT SPOM FOR CLAiM Z PEMA&-I!T? AND JCnVT S8CANT &Y 07HEIIS 70 BE DESIGNED INA CCORDAMCE V477iASTV W12 D BE SET IN OF VULKIEV 116 RUCTION ADHESIVE UAL SEE SHEET 3 FOR SILL OPTIONS WN. IENT EDGE DISTANCE J10 WOOD SCREWS WOOD FRAMING OR ZX SUCK BY 07WIRS 1/4' WY5H{k4 SPACE RNSOM car orr CAIE opwvs ADM FLOME AND PIN INSTALLATION 12/10/13 F-L fAfrJ==lf'lJ7 JAWS INSTALLA T701V DETAIL WOOD FFV4fM 0R2X3UCKW$TALLAT7CW M! WINDOWS AND DOORS LLa 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' x 96" Fl.ANGE iNSTALL4111ON DETAILS 08-02249 srAE N- S 10/30/13 1-7 OF 10 kTE OF METAL ST'RtJCTURE al OTHERS J10 SMS OR SELF DRILLNC SCREW METAL STRUCTURE BY OTHERS EXTERIOR MAX. I F SHIM SPACE 144 7 J1 0 SMS OR SELF DRUiNr SCREW INTERIOR SET IN VULKEM I IS ION ADHESVEE SEE SHEET 3 FOR SILL OPTIONS VSq77CAL GROSS SECT70N UE7- AL STRUCTURE INSrALLA77ON NOTES. f. INTMOR AND EXTERIOR FINGRES, BY 07NERS, NOT SH0MP0PCL4PJTY a PERIMETER AND JOAT SEALANT BY OTIERS TO BE DESIGNED tNA XORLIANCE WrIWASTY Elf YZ T-- 7/ 13- Mt! EDGE DISTA 10 SMS OR ZIELT DR11LING SCRENS METAL smc,. qmE BY OTHERS ADDM FLANGE AND IN NSTALLAMON 112/10/15 JPL JAMB IMSTALLA 7701V DETA 1 METAL STWJCMAEfAkSTAJJATXW MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 42G SGD REINFORCED WITHOUT ADAPTER gs" . 96" FLANGE INSTALLATION DETAILS DRAW* R I V. LI = 08-02249 4, 1 NTS loKm 10/50/13 I*EErS OF 10 Ar mr . P;-7 2 1/2- MIN. EDGE DISTANCE 1/4- MIN. EIAREDWENT MASCNR 1/4' MAX. BY OTHERS SHIM SPACE OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET I 3/16- TAPCOV 0=10R [j WrERIOR SILL 70 BE SU IN A BED OF VULKEM 115 CONSTRUCTION ADHESfVE 3/16- TAPOON OR EQUAL SE-V SHEET 3 rOR Sti- OproNs MASONRY/ CONCRET E BY CTHERS 1 1/4!' WN. EMBEDMENT 2 1/2" MIN. EDGE DISTA.MCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION ADDED RANGE AND RN NSrALL4T,0N 12/10/1.3 i 1 /4" NUN. 4-` MAX. SHIM. SPACE INTERIOR MIN EDGE 3116- 7APCONt#' CONCRETE/MASONRYBYOTHERS N EXTERIOR JAMB INSTALLAT70N DETAIL OP-PONAL IX BUCK CONCPET&%fASOAtl WSrAUA TM TO BE PROPERLY SECURED SEE NOTE 3 SfIEET I AWES: i. NrERM AAfD OCTERM RAIISHES, BY OTHERS, NOTSHOWN FOR CLARITY z, PERIMETER AND JoWSEALANT'SY OTHERS TO BE DESIGNED W ACCORDANCE WTH ASTM EV t2 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75306 SERIES 42a SGD REINFORCED WITHOUT ADAPTERQ96" FLANGE INSTALLATION DETAILS 08-G?249 A 11E Nis IX 10/30/13 1-9 OF iD WOOD FRAMING BY OTHERS 1/4- MkX SHIM SPACE i 1/*' 1 / MIN. 8 WOOD ---- SCREW 7/16- MIN EDGE DISTANCE 8 WOOD SCREW 7/16- MIN EDGE DISTANCE EXTERIOR JAMB INSTALLATION DETAIL VMW FF"N, OR 2)(BLICKWSTAILA71ON 1 1/4" MIN. EMBEDMENT WOOD FRAMING BYOTHERS 4' WAY., WIM SPACE VAI- so-fim VERM4L CROSS SECTION WOOD FRAA494G OR 2X SUCK ftSTALLATION FOR SILL WSTAUA7M SEE SHEETS 4-& D - ESCOPrON ADDEC FLANGE. AND FIN i.SMALLATION 17,/10/13 FLL 1 5/5, MIN. EDGE DIS7, TRIM INTERIOR MASONRY/ CONCRETE BY OTHERS HOCK STRIP 1/ 4' MIN. EMBEDMENT 1X SUCK BY OTHERS, 1X BUCK TO HE PROPERLY SECURED 3/ 16- EXTERIOR - HOOk STRIP INSTALLATION MASOUPYinONCRETS METAL STRUCTURE BY OTHERS RIM TTRIM IN75RIORi 3/8, MIN. EMBEDMENT INTERIOR ROOK STRIP HOOK 10 WOOD CR 10 EW SELF DRILUNG S SCREWPANEL EXTERIOR PANEL PANEL INTERLOCK EXTERIOR 'NTER:O CK HOCK STRIP INSTALLATION HOOK STPJP INSTALLATION 2x sX4QwOQD FRAMLkG METAL STRUMPE Ml WiNDOWS AND DOORS LC owl I I I I N01001W. C?OSBY RD 4! CARROLLTON, TX 75006 SERIES 420 SGD REINFORCED WITHOUT AIYAP—,EIZ NOTES 96" x 96* . = T. INTFRJ06AAff) EXTEF"OR PIAMHES, SYCTHERS, KAILFIN & HOOK INSTALLATION DE7AIIS IAPV-OmFj'A 1407SHOKWFORCLAkRnY. 2PMk6E7ER1, NDJO)NTSEALANTSY07HO?STORE powsh m REVR DEb7GAFOINACCCPMAA( CEVI7THAS7ME2112 iV.L 1 08-02249 A 1— 10/50/13 1-10 OF 10 WOOD FRAMING OR 2X BL,Ck BY OTHERS 00 WOOD SCREW 10 Wool) SCREW WOOO FRAMING OR 2x SUCK BY OTHERS EXTERIOR t/2- MIN. atv OCE KMMM EDGE DISTANCE a arm Cxax 103/08/12 R.L 8 REVSED FLR NEW msVN4: 10/15/13 R.L. 3/8' MIN. C AMM FLANGE NSrALLATIONS 12/06/'3 F-i- EmsE[MENT t 3/8- mx EMBEDMENT 4- MAX. SH{SPACE 1/4 MAX. S41M i INTERIORSPACE 1/2, MIN. EDGE DISTANCE INTERIOR VERTICAL CROSS SECTION WOOD FRWWG oR EX BUCK W TAtLA nuN ER(OR AMU 09EFIOR F71W9S (EA BY OTHERS, NOT SPOM FOn aARITY P- PEmmffrSRAmDiO#v786ALANT By OTHER5 TO BE DESIGNED CV A000pDAKOE VlrrH AS7M F2Y 12 10 WOOD SCREW SILL TO BE SET IN A SED OF VULKDA 118 CONSTRUCTION ADHESIVE OR EQUAL SEE SHEET 2 FOR SILL OPTIONS WOOD FRAMING OR 2X SUCK By OTHERS I 3le" MIN. eo(BEDMEXT a EXTERfOR JAMB INSTALLATION DETAIL WOOD FRAM8GOR2X8UCKWSTALLAMN Ml WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/4,40 XIX SGD 143" x 96' REINFORCED FRAME INSTALLATION DETAILS WAme F.A. 08-09503 MkE NTS 1-TE 02/23/09 IsfEL5 OF 9 VF1'AL STRUCTURE BY OTHERS 10 SMS OR SELF ORiU.JNG SCREW METAL STRUMMIRE: 13Y OTHERS FXTER1017 VERTICAL CROSS SE0710Af METAL S77WCTUFE iNSTALLA' TON NOTES: 1. WTERIORANU EXTERIOR FIN(SHM, BY OTHERS, NOT SHOWN FOR CLARfTy. 2pofithfETERANDJMVTSE4LAt,rrBYOTHEY?STOSE DeSoVEDjNACC0RDANWV$MASMElf fR 1/ 4- wy- F SHIM SPACE L7/ 8' MIN. Er GE DISTANCE SELF DRILLING T SCREW tN7- EPJOF? #10 SMS OR SELF DRILLING SCREWS 0 BE SET IN OF VULKDA 116 RUCTION ADHESWE UAL METAL STRUCTURE SEE SHEET 2 BY OTHERS FOR SlLL OP71CNS r' / 4- MAX 1+: HEMSPACE E3 IIVMRIOR EXTERIOR A ADOM CHARTS R't- 13 REVISED --1 NEW Tzsrxc AMDjDM, ?- AAWX E IN '' M 1 AT Er JAMB INSTALLATION DETAIL METAL S`MVC'r (PC MiSTALLATTON MI WINDOAND DOORD RS LLCP. L 1001WSW. CROSBY Z 4 CARROLLTON, TX 75006SERIES 430/440 XIX SGD 143" x 96' REINFORCED 4.T-AWTIFODF FRAME INSTALLATIONDETAILSI11111*111 t; PKQM NO. REYd F.A. 08-00503iKALl111110 z NTS Z/23/09 Iw"T4 OF 9 2 1 /2" MTh. EDGE DISTANCE MEN. s ED EEtdt 7 1/4" MN 1/4" mAX. EitBEDMENT-, SHIM SPACE CONCR MASONRYFtSONRY BY 07HERS 2 1/2` MEN. OPTIONAL EDGE DSiAPdCE: IX BUCK WERIOR TO BE PRO l PERLY SECURED SHIMSPACE 3/1 fi` TAPCON SEE NOTE 3 SHEET i t 3/I6" TAPCON ' CONCRETE/MASONRY BY OTHERS EXTERfOR i I ( I f ffE.RIOR 4 ) EXTERIOR r SILL TO BE SET IN .`. A BED CF VLrLk7-rV 116 CONSTRUCTION ACHESlVE 3/16- TAR CON ' ii + OR EQUAL \\\ SEE SHEET 2 `— OPTIONAL 1X BUCK FOR SILL OPTIONS TO BE PROPERLY MASONRY/ { rJ SECURED BY OTHERS J f CI €S S NOTE SYEE3 1 a EMBEDMENT VERTICAL CROSS SEC770N C0NCP•ET5%MS0NRYINSTALLATION 2 1/2" MIN. EDGE DIS?ANCE FeASM REV { 4E.°OR€moo WE ApFM*EL` A ADDO CKQM 6.:/L26/'• 2 R-L 6 R£Y4"E1 PER NEW TESTING C laa130 PLWlE I LALLannNS 12/48/13 ER! a 7-1 L.J f JAMB INSTALLATION DETAIL VOTER f. INTERIOR AND SCraWOR KNISHES, BY OTHERS. HOFSF{Ot IN FOR CtAR17Y. 2 PERftdtTEi AAtaJvNrSE4L4N76YOTHgps TO 9E DESIaA 0 9V ACCCR6AArZ- WTH A.STV @f fZ Tall WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 7,9006 SERIES 430/440 XIX SGD 143' x 96' REINFORCED FRAME INSTALLATION DETAILS rrRrsvN: flxro No. F.A. 05-00503 WXE KTS IME, 02/23/09 am`Er5 OF 9 IL ceNm - 7 DOE) FRAMING OR 2X SUCK By OTHERS flo WOOD SCREW EXTEfilOR 10 Wool) --\ SCREW WOOD FRAMING OR 2x sucx By OTHERS 1/2' MIN. EDGEDISTANCE 13 MIN. EM BEDIMEN, 1 3/8' MIN. EMeEDMEN7 MAX. SHIM I SPACE 1/2- MIN. EDGE DISTANCE INTERIOR VERTICAL CROSS SECTION WOW FR4WVG On 2X&UCKINSTALLA71ON HCTBS. Y. ffVISRICRAND EXTEVOIR PHISHW, BY OTHERS, NOT SHOWN FOR CL, rff. Z PERffifffTfili AlVaJORV7SEAt TBY 0T7lE7?5 TO BE DESIGAIM NAOCORDANCE WrrH A67V E2f 12 pC WOOD SCREW SILL 70 BE SET IN A BED OF VUl-KEM 116 CONS7RUC710 N ADHESIVEE 11 EQUAL SEE SHEET 2 FOR SILL OP70NS WOOD FRAMING DR 2x BUCK By 07HMS 1 3/6- MIN. EMBEDMENT REV OE4.RIPi1QN atM AFPRDVPJ A A= C14AKS 013/OS/12 7,L W 7ESTNG IC/15/tZ R.L C I ADBM rLANX tNSTALf 4*11ONS 3 R.L 1/4' MAX. SHIMHIM SPACE 11VTERIOR F1 EXTERIOR JAMS WSTALL4TTON DETAIL WOOC PRAMff4G Cf? V -99JOK MTALLA7701V MI WINDOWS AND DOORS LLC 1001 W. CIOSBY RD CARROLLTON, TX 75006 SERIES 4,50/"0 XIX SGD 43" x 96' REINFORCED FLANGE INSTALLATION DETAILS F.A. 08-00503 NTS 1- 02/23/09 1-6 OF 9 VETAL STRUCTURE BY OTHERS EXTERIOR 1/4' MAX. SHIM SPACE I OR 7/8- MIN. LLJNG EDGE DISTANCE T- J10 SMS OR SELF DRILLING SCREWS 1/4-- MAX. SHIM SPACE fN7ERIOR A ADDEr C%4ATS 03/06/12 "i F-L.. 5 REVVED PER W-V TE- 10/15/13 C AMM FL*IGE INSIALIAMW 12/06/13 R.L SILL TO BE SET N A RED OF VULIKEY 1113 II CONSMCTION ADHESIVE OR EQUAL METAL SELF ORILLING STRUCTURE SCREW By O HER5 EXTERIOR METAL #I SEE SHEE, 2 15TRUMIRE FOP, SlIZQPTlONS JAMS INSTALLATION DETAIL By OTHERS r METAL SMUCTURE INSMALLArGN VERTICAL CROSS SECTION METAL STRUCTURE INSTALL A TION NOTFS. 1. INTEPMR AND EkMRiOR FPV"-4E,9, By OTHERS, NOT SHOWN FOR CLAq,rY g- PERIMETER AND JOfMr SEALANT BY OTHERS TO 5F DES0%ED IN ACOOMANCE WFFH ASTP4 W V M,[ WINDOWS AND DOORS LLG ICCI W. CqOSBY RD CARROLLTON, TX 75006 SERIES 430/440 XIX SGE: 145' x 96" REINFORCED ri-Ai4GE 1Ns:ALLA71ON DETAILS M;AW- NO. F-A. 08--00503 z K's iD 02/23/09 13'7 OF 9 CONCRETE/ 2 1/2- MIN. EDGE DISTANCE DESCFM?= =ATE A AWED CHARTS 03/OS/12 MASONRY BY OTHERS r I8 REWSED PER tIZO TESrNQ '0/15/13 t R.E. 0 ADDED FLANGE M7AUATMS 12/06/13 R'L 1 1/4' MIN. EMBEDMENT 14-- MAX, S W SPACE: OPTIONAL ix BUCK TO BE 2 t/7" MIW ErGE VESTANCE INTERIOR PROPERLY 1/4 SECURED 3 SHIM SPACE t NOTE ON3/16- TAPCON SHEET I 3/16- TAPCON F71 EXTERIOR I i i 1 11 li i I I I INTERIOR 3/16- TAPCON CONCRETEE/MASO1 BY OTH SLIL To BE Sul ;,N A BED OF-VULKEV 116 C3NSTt:61CTlCN ADHESIVE OR EOUX SEE SHEET 2 FOR SILL, OPTIONS CONCRETE By 07HERS Mix EMBED", Ti L VEAMCAL CROSS SEQ0N 2 T/2' M(N. CONCPEETEMAISONRY W57A"770M EDGE DiSTANCE OPTIONAL, 1X BUCX TO BE PRCFERLY SECURED SEE NOTE 3 SHEET I JAMB INSTALLAT[ON DETAIL WNCRETSMASONRYWSTALLA770K NOTES.' i. wmmoRANoEXTL:WoFlFlA4S9ES, BY07HERS, N07-SHOWN FOR CtARf7Y P- F5R&ETERANUJOWISEAL 4NTBYOTMERS70RE DESIGMR71NACCC DANCE V4714ASTMElf fP MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 43C/ 440 XJX SGD 143" x 96" RE14FORCED FLANGE iNSTALLATION DETAILS TAfE OF OR4ft ore C_ F.A. 08-00503 sererNTS 1— 02/23/09 1-8 OF 9 1 5/8' WIN EDGE DIST- TfRulm INTERIOR MASONRY/CONCRETE BY OTHERS HOOK MP EXTERIOR 1 1/4' MIN - EMBEDMENT HOOK STRIP INSTALLATION h(ASONRY=NCPl57S 1Y SUCK BY OTHERS, IX BUCK TO BE PROPERLY SECURED PANEL iNTERLOCK INTERIOR iR ,, * I I I EMS EVENT HOOK SiltP JIG WOOD SCREW EXTERIOR PA.NEL 14TERLOCK HOOK STRIP INSTALLATION 2?(8U0K4VWDFF"NG DATE APPRUVED 33 RL Rm= PER NEW TESMG R.L ADDED FLANGE INSTALLATIONS 2/0 6/, 3 1 R.L METAL STRUCTIJfRE, Erf OTHERS TRW ANTERIOR HOOK STRIP4; J10 SELF DR LUNG SCREW PANE- OR tNT7R'_OCKv HM(STIVP INSTALLATION A45TAL STRUCTURE NOTES" f. WnaWOR ANP EXTERIOR rlNfSHE$ BY OTHERS NOT SHOWN FOR CLAalry. Z PERIMETER AND JONT' SGAL4Nr SY OTHERS TZ) BF DESIONEZ7 IN A CCOIWAN' E WM A STM M '2 AND -DOORS LLCWlWtNDOWSW. IVjdlllLfjt/zR CROSBY1001 RD CARROLUION, TX 75006 E_: SERIES 430/440 xIx SGO 143x 96" kFINFORCED HOOK INSTALLATION DETAILS MAW 08-0050 K7S 02/23/09 ISHM79, OF 9 A 6/9/2017 Florida Building Code Online 611=7=14=101 =134=3 =11 I'D, 14:017=7111111 BCIS Home Log to User Registration Hot Topics j submit Surcharge Stats & Facts i Publications FBC Staff I RCTS Site Map I Unks I search il rProduct Approval4USER: Public User Prey qUELAW19yaLJUM > ,4oSearch > n iii > Application Detail FL # FI-15000-112 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/ Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbidgconsultants. com Authorized Signature Vivian Wright rickw@) rwbidgconsultants.com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer V Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) gtandprd Year AAMA/ WDMA/CSA101/I.S.2/A440 2005 ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM ( 326 1995 TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect https:// floridabdilding.org/pr/pr_appjtl,aspx?param=wGEVXQwtDquS73Fr2ZyiPozAnA6CzHQ3yMKq2Hy8`/o2fuCfc2MRiSC82w%3d%3d im" 6/KO17 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products Method 1 Option D 05/29/2015 06/28/2015 07/05/2015 08/19/2015 FL # Model, Number or Name Description 15000A a. "Fiber -Classic" or "Smooth 6'8 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXOJ(Configurations) Limits of Use Approved for use In HVHZ. Yes Approved for use outside HVHZ, Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15000.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, (This product approval requires the use of "Y' part number doors and sidelites, which have been stained or painted within 6 months of installation.) Installation Instructions EU59RQ_R2_UjN5j 'L 00jQ _f Verified By: Lyndon F. Schmidt, RE. 43409 Created by Independent Third Party: Yes Evaluation Reports EL159QD—RZ AE E t Created by Independent Third Party: Yes 15000.2 b. "Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Approved for use In HVHZ. Yes Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure; N/A Other. See INST 15000.2 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars, (This product approval requires the use of "Y' part number doors and sidelites, which have been stained or painted within 6 months of installation.) Installation Instructions EL15QOO R2 11 IN5j_j599Q,2,= Verified By: Lyndon F. Schmidt, P.E. 43409 Created by independent Third Party: Yes Evaluation Reports ELL-5,QQQ--RZ.-AE-EYAL15DDD-2,,Ad Created by Independent Third Party: Yes 15000,3 c. "Fiber -Classic" or "Smooth -Star" WO "Non -Impact" Opaque Flberglass Door with & without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15000.3 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. (This product approval requires the use of "J" part number doors and sidelites, which have been stained or painted within 6 months of Installation.) Installation Instructions EU5N9_RZ_DM5J_WW JI-Af Verified By: Lyndon F. Schmidt, RE. 43409 Created by Independent Third Party: Yes Evaluation Reports EU5 Q0.Q_R Created by Independent Third Party; Yes 15000.4 d. "Fiber -Classic" or "Smooth -Star" WO "'Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Approved for use In HVHZ. Yes Approved for use outside HVHZ. Yes Impact Resistant. No Design Pressure: N/A Other: See INST 15000.4 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars, (This product approval requires the use of 9" part number doors and sidelites, which have been stained or painted within 6 months of installation.) Installation Instructions Ek_1_5M_P,?4_UJN51A509_4.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes I15000,5 e. "Fiber -Classic" or "Smooth -Star" 8'0 "Non -Impact" Glazed Double Fiberglass Door - OutswingIIInswing (XX Configurations) https:/Ifloridabuildinq.org/pr/pr _,jappjU.aspx?param=wGEVXQwtDquS73Fr2ZyiPozAnABCzHQ3yMKq2Hy8%2fuCfc2MRiSC82w%3d%3d 213 6/9/2017 Florida Building Code Online Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLMQQ IjN5.Lj5aQQ,5,,pjfR2--L 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 TNST 15000.5 for Design Pressure Ratings, any LL15000 R2 A additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars, (This product approval requires the use of "Y' part number doors, which have been stained or painted within 6 months of Installation.) 15000.6 f. "Fiber Classic" or "Smooth -Star" 6'8 "Non -Impact" Center Hinged Glazed Fiberglass Double V Door - Inswing (OX or XO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes F1 1S (0)Q 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 15000,6 for Design Pressure Ratings, any FL15QOO R2 AE EYALjU0_qpjJf additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars, (This product approval requires the use of "Y part number doors, which have been stained or painted within 6 months of Installation.) 9; :; 2§2j_tWIr Stone Road. Tallaha$,&g Fj 1jQ-_4AZ- 32M etiqatLg, _IQU The State of Florida Is an AA/FF0 employer, State -u_Daddil, fttya.tl}gtlS :: A=21 llltv Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity, Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 8S0.487,1395. -Pursuant to Section 455.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The 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 it you are a licensee under Chapter 455, ES., please click Iiam_ Product Approval Acceptra W3 im El M Credit Card 1— 01117 https:llfloridabdldjng.org/Pr/pr_app_,dtI.aspx?param wGEVXQwtDquS73Fr2ZyiPozAnA6CzHQ3yMKq2Hy8%2fuCfc2MRiSC82w°/3d%3d 3/3 CottEXTEWR ZERO3: "..rLi- . " . - , INTERIOR 36,CTMAX DOOR 40M2CNTAL CROSS SE=N BOOR PANEL EXTERIOR INTERLOR CF -EnUl!ltl} 5? QOOR PANEL Fl-bor Closec 02/24/72 OTIO= 42 NZaII= VE:MC& CRaSS W=M Fla ILII-VC) DWR PANEL OR, ft LFS 3 1 376INTERCEPTSPACER SEE NOTE i SW LITE FRAME GLAZING DETA7 13-1337r WELV C lk i i SIDE JTE BALa Smooth Star 1/2, MIN. GLASS THK- 118. TEMPERED GLASS AIR SPACE Vall TEUPERED GLASS 1/2- MIN. CLASS THK 1/8 . TEWERED GLASS AIR SPACE 1/8- TEMPERED GLASS E I 0 IL 3= NVIC I HomoNx CRCSS sEnom 4 SIDEL17E PANEL 2TSx2Mr 7A X 11bWE C L -IXE E` ZMCEOLII 1.077k ---4 LOT 1'2\ VER-,QkL CROSS SWrOW SlDELrrF- PANEL WTR spoczag for Hem #29 & I641 (rde, frame ea mm 021 12 is as Wow. From the bottom up on s!des: 8.5', SUM NT,- with (7) more spaced at 9.875' a.. them ore(2) ma sr JX e scm" bath fop and bottom at 2-125 in from each @-r2w2ff,I01= _lp"C'MILIKE, LPS SG-043 &INAZ -mpo= PINE; 4 - 46as' Mit-L 49 J x= NN acs a . rvs 3j.r.i' y n.•m C y I z ` f. The siderte is d4vat set into the Jamb WM (72) 8 3`d item J43 a jo X 2* pfh. Woad scmw. FSi w4s are a`+ ' 13 (4) at each vett%ci jamb, from tfis tap dawn at `z`t 76 f35; 31" *.5' & W. There are (2) at the 0 1-114"h>S'L 21 7E Reader at 4" from the outside earners of `Sre a"`r ri6.;iYP. frame. there ore' (2) at the sr% 4' fmm the af outside comers. C Hwrztzonri-ac cRass sccrrcrr 7 H hcNr Eats. C") JS}4t7 1% 73 45 77 C-24K 7 1 L£ J y iIrT1 7 ! 1 Ir.B ipACTNE IA 34 yE i'it?t'E 7 35 Q U 21 avc 24 12 z 9 43 to T6 12. 91Ri. Of, JK c 2 HtX !ZONCAL LiiQ$S SEG°1TON 4 _ 3 t f i }ft1X4 NSAL -Roz waffox is as+ on 8 X6a M 7 0 7 a 12 et C t v. - T SHOWN FOR 49 R=- ENCEIJ cpEmNG Typ. HEAD JAMBS SHOWN MR II R&Fffa:YCE 11 It 2X BUCKS 13 ASTRAGAL II f SHOWN FOR I REFEREhtCE It cs yK if OCUSLE W/SIDELMEPS BUM ANCHORING VA- IONRY OPENING CONCRETSANCHOR NOTU I. Cowe cmdldrhttcaR offfm =ftwem malebeadAnted to rnc**M the mb. 2X BUCK tdD, e casfmce fo MartryyPiL 2. C=Wo, anctKrk=ft,%T hoed as 'NW. ON C9Mr nnuf be adpAW fa mafntcbftnftedge dEgan to njakrrjobts, Gdfflf(oncrcwcWearchm maybe re4uye ef to mqre the MAX_ ON CD4W dhmulon are not exceeded. 3. CcncrWaar= hwfabL— TAZl' a= KIZACCO I AV 4' 4' NO MASONRY CPENING Typ. Km JAJABS 2X BUCK—\ 66 AgMCAL SHOWN FOR REFERENCE l rT- 1 tl MU SHOWNFOR 49 II REFERENCE rl 7YP. HIFAD OPENINC JAMES lj 2Y BUCK II MULUON ci SHOWN FOR REFERENCE CC It i 1&W 183r may - ISS, td38' --s r a .•z° p: ,Trrym V C Y 010E 6.W E rSz yy 33 2 a3e b 27 TYP. 27 TM nJs or i ozw---I SEE MikTE S ` f ` z r Ij O.t2d' o a use 42/24 72 NOTE ! AStRkG4l DE%4tL M.iS. s S. THE ASiRA BOLT HAS A 3- T=LROW AT THE TOP AND THE BOTFMV. z FL—SS#.3 g st¢r 77 o 72 O T.-.HERMAITRUTHERMATRUDOORS T I - JNOUWIWDR., .. —.17 FIBER CLASSIC'17SMOOTH STAR' WO INSMNG wl & WOUTSIDELITES FIBERGLASS DOOR NON- 4MPACT' Ge49ZALNOM 1_ Tt* prockicihas beenevoknied cnd kin S: IW4) 50 SUI*v C- Le PSO *V*rd -q*—eTft mdua*a tv %gh Ve;-ly 14tftw= Yz& V&:4. moteft shtd be beyond wal dmsft ond=co. 3, % nw trod h to WAC ft wo&fi. it ve-quhad to be prwectadAft on bVadiessknt o7fvtzgthat oorVkswdhSecbn I& offfiaFDC. 4. WheRusedinoieasa4sWeofft%Wmqdftwkzdbom regAedtobepmtecfedwfhanknpoctre sfcmtcorerWxjihoieamp@esw3ibSedTontM932of Ow 75r- S For 2x dud hl=Tft cawWcgoll ar=h*g of fflaw Lrft sbcd be ft smv as *ict Ovwn lbr 2x buctrrmcmcm,Aucf t. d.Ve ctx tpatci- tom ftw datak a ft cfvykv sequte fxftrer meesing ondy* bV a tc wVbeerorreokwad cFdted 4 1 Ms Xod Uct dDO SAO t Wtftt ffM WCW bM mton m quie me nt la r ft NV? i r. Vxwtc w& Otan bo ftstaged orty kt rm4mb&lble a= or of fmb9ab5,- loet os putacte by m oywha g cc cmwy such tmfto amis between ibe edge of cmiopy ot cverf to sa k few ffwn 45 deq- e 37- VMAX w- m N hWRworgli SEE DETXL ' A71 22LAXE OX0 x SEE DEM - 1 SEE DEUML ' SMEr e A i) SUED 6el (i) (5) DOL= gnu t; tlqr -,WtXE WISMH I T IT 86 FL- 1- 40m* I !_ 55 ! k5456ar $2 ar^-.x`'-``: '<.i's `?ir _E •[:.,L..:: `t :...' :.k ``_: s`.': i -fir°.R llYlJtffFft ttl' 36W°MA)L DOOR z•..c ;' m a i 7 t Y*fUOKTAL CROSS SECTION ^ _ DOOR PASSELmina ' at p j`SY EXTERIOR 24TMIOR t8 Egg c /•x,z. c tom r i q flY `` t Y •, 1{ f a CATefd SIRE TCP RAt Y'"3, .` i`fCOiff SFhR) 5 ( SFs607EC SFAR} ; ter, j E fk f7OOR PANEL ' '_' i fS m jS/zDodt StDr I LIT -. 1SdS $i: " F'yr •` 57 r 2 DoD ate CZ 24 72 z 56 (55 07tt 'STAR " BOTtYtit RAtt 2 VaMCAL =SS SECTION i N.rS. t+aOrN STAR} 2 DOOR PANT t fiG. k1Y LF5 3 D Orr Z- kpfl °' p to a: T ft _ J 44 ''• ` Z 1916 3 31 Y 3 ( 17 44 1t 1. iy 86 O 42t`< _ f r 38r 316 a a 7 6 i" : y o e 43 77 v SEE ROTE } 47 '.- r"" % SEE NCTE 2 4 .. crn`` 48 3. Z .E O MO M +MTERrof2 rv SEE NOTE GI47 4E 46 r' SEE NOTE 2 to r•= • .[. 47 ` ,'-:' 24 r v + 3 in Wl x sub -buck 3buckMCN i <. 5 Snu+vn w tx svb-bt c 46 42 e R t8 OMNAL SURFACE 8CLT5 CPC AC71VE PANEL z } g T5 (SEE DES" PRESSURE CNART) ( 2! Z36 SY r 14 f g 4 .. • _. "~ .. t' _ } } 14 SEE MOM t s . 4 a~ ,a'` 4 s `, Y t. Tire sidetfte is direct set into the Jamb w3h (14 e item f43 a #8 x 2' Ffh. woad screw. There are (4) j ti s ," a' • ' a •. at each vettroot Jamb, 'firwn the fop down at 11 37", 48S' At 66" There are (2) at the header at r 02 24 12 F °z_ 4' from the outside camas of the Yome there are sra N7S F ( 2) 113 a js k 2-1/2' pft woad screw at the sxa. Ev JK 's s 4" from the oufafde comes, oat sc LFS 3 1 VERi1CAL GROSS SFC, tON VERTICAL 1CRLCROSS SECTION 2. OP71OffAL SUPfACE BOLTS OM ACTAC PMEL c eoa 5 5 (SEE DESIGN PRESSURE Ci AR7j FL- 150O0.4 i 4 38 .T 6 Sim CJOtE 7 1. The sde[Ite ie dlrecf set 71rta the jcurrb tI`;` t 0 43 rwn.72 (12) Item J4.3 a #8 x 2" ^ wood 1 tjitl a m et screw. There are (4) at each verffcat lamb, htrm the top dorm at 13.5', 31", 4E._x & 66'. Them or& (2) of the header ACTNE si z oz a at 4' hurts the outsrds comers of the g frame_ them era (2) J13 a #8 x 2-1%2" Pth• wand straw at the eNt, 4 from the sruWds corners. tea. S y+ n r _ v— `u ice t EhCTfY210R o as 45 j d 46 a ar 2.a 41, 77 76 i OP IWAt. SURFACE 77S ON ACME PAKEi_ v i.tcs H+SH.ttTP3 tort SEE Q d 3 m 3 _ NowzomrAL cRass sEcmN rX s 22 1 3s 4 F 4 8 7 1 F c'-- SEE N07 t 43 INACTIVE ACTNE J.r < q.., yr ys i.,J . • y, w„ . ' tt •i?rG ,iJFK ` i I y_4/.`i ai£!. I rrYr1'- S°y ;i l•_ `ikr 4':.a ` Y ttyµrs g'Fy'f l:....'. fX.+i`• L t t5 xJ4 y. r ;{; Yet 43 24TM 4 36 44 9 10 45 orbs C.,2 Z4 12 scar: N.TS. 1SOB FfQP.iZQNTAt GRASS SECTIL2MFIOR12oNTAt Qitt75SCliiXd Dzwwl f2.- 1--OM4 B 8 orL 0 4 t t f ifI.. - T =bR 9E <-, 106 MASONRYJ71 10OPENiNGT"p. t is piOPENINGHm 26716J"S I AC JAMBS 8R -XASTRAGAL SHOWN FOR SHOWN FOR REFERENCE REFERENCE2xBUCK-/ 2X SUCX-/ 4U 1 l"-MUUJCN MLlUON SHOW FOR 3HC" FOR REFERENCE REFERENCE DQ61BLE 000-g MiJBLE aQOR BUGK ANQHQRING 4. BUCK ANCHOalNG 4' I t t t t MASONRY MASONY7 - OPENING Typ Rm TYP. HEAD JAM3S OPEN1gG & JAMBS fi2x SUCK) 2Y BOCK-/! 7 COttE ANCHOR SHOWN FOR 1. Comte arcilarkmaflorw of the =rm rWbe acp0adto mn*fthn the rrft 11 REFERENCE 11 adge C<nca to m4dalaink 2 C4=eta dmchorbwffbrvnoW cx MAX ON C&4ER'murtbe adjusted lo MaWofii #w aVn edge cMtm=e to morftvjb4*. adclIthand concrete cr cft= may be requ*ed to armxe theMAX ON M4Fr dMm-sian cm not @=aadad- MULLION)l if 3- SHMI FOR H Cs REFERENCE 1 6 ML M- Mir ELCO IfIr I-11'r r 41 SINCLE DOOR VDELri SIES Lg BUCK ANANCHORINGTAP4MN ULTRAC4N wor 12 i VA Of 1 2X i r SEE MAIL VLEW oLruBLE DOOR w/smFT r DONC EFEANCHOR NOTES: T. =ancmfo anchariocaRors at the carters maybe ac tsted to makitakt fhemkz edge cWonca tornodcribin . 2 c;.ortarebeanchorsocof unoteddrl& X ONC9KTe7C'nwfbeadA iedto mcfrttakt the mkt edge dlb a to marh7rjch&} adcftrxi concrete an&m maybe mqhad fo emi m the 74AX ON csvrar c6meraion are rot exceeded. 3. O rhdete anclrorfe tet 0-1 NO 4WLiUF7 scTterr WS JALtAHUNNUti ; i. t okrtain a rn8simum 5fir edge cbtance, P erd cWonce & T" a c pacxg of wait screws to prevent Me spMV ofwoad. THESE- (2) ANCHORS REQ'D ONLY WHEN DP > 47 PsF Wi5.L WFASONRY DPV4KG t3 X tX BtlCK FRAT?E t%EtDBUgfJAMBBS t 2X BUO,K SEE DEWL T - 4` 43 rr ; TYR SKI, 1 _ Vrtd 3 r f i r: I I YtiEW 'C' C' „° R` VIEW a" -•a• SENGLE DOOR W/SiDRW Y3 49 30 30 W/2X BUCK t 0 t INSTALLATION 3S t W/iX BUCK figSTALL 6.4 I 10 .3 DETAIL `r 0 ASTRAGAL & SURFACE SOL: S'RrKE PLATES 0 HEAD TD OETAIL 5` t3 t 7 13 a 6 O DETAIL t OErfJL 14` SURFACE SOLT STRIKE PLATE 0 THRESHOLD q do r`rrrtpTtL 360ti X C Sxo 6 man. o [ ue N.73. x en JK m Z r LFS ? dlbt tits S FL—t500T7.4 e sB . A . 7' SEE DETAIL 2« W/V stxx aPEIiNB W/IX BUCK aC INS7ALLA11ON 7. HEAD 2.X SLICK, SEE 14 TM SILL X] DETAIL I SEE DETAIL 4 DETAIL 1j, TEW COMOLIMANCHOR I. Cohomft an&,orhocafthom at te comes r=ybe ccpsfad fD mciatdn fie r*-- edge at=ce to =itcrJortL 2 ComraW micharlocaftm noted c= 'MAX ON C:WrfrmLat be aTAstL-d to adMonclomcrete anchors nWbe reqLftd to at=& 'ho"WX ON CW7EX'dhmwm are riot w=aedsd 3. ONiaef-em-whorfablee ITW TAPCOX& rrw 0 TM=N SCREW 1-, wwjjArom Norm I d f-- en SPRAW of Wcod MASONW-j OP-a4ING JAWES 2X SLICK-,' SEE rq L4 DETAILI 0 .5. 51t3GLE DOOR 50 W% MLLIXSUT,,K, 12 WI-111 SLICK 14STAUATIO14 to 10 X7M ^S' 10 t Da -Al 15 WIIX BUCK W NgrALLATM W/2X BUCK 13 DEFAME, '4 49 W/2x SLICK 13 0 INSTAuAmotz w/-Ix BUCK 48INSTALLAMONi ASTRAGAL & VJRYAGC SOLT STRIKE PLATES 90 HEAD 31 31 30 3D N.T.V. LFS 3ftSURFACEBOLTSMKEPLATEcw_ 0 7KRESHOLD L mar a i •• .' • C n Y575 rrrrt u ef t T5 om a i I { p o hh-- i 4 27 27 zo TYP. ra. g at r ass• Tsam r a7s^ I N oDo --E F j SEENM t r fi2/ 24 t2 a T_ THE ASTR4,CAL SOLD HAS h 3" THROW R7 -iHE TOP LFS AN THE EOT'C)M. wa FL- f90=4 s Rmr i(afeirt 4t tit * t T rE-}YiU A JAW &MIt %ZL) 8.008 TA SNQOT}3 iP L..rG - PyBYi7R8tl11-Gjh ' miEc)a&007 i w u < jC <- 3mwf2fA7QtSSEE CDilPO4t7E i ._.. t E.--. 3IITa' j 07't Q 6 a4 , F C Sf@.E 56-k43 i 6 3iC1 f8pt 19ffis fII l E(E!E! ( t n { !j = 7 RE{fH EriMt `fit8Get{ 11 r Et ( ` XW 5tlIl. .........rJ. i I dtY - 3 PSI 01 C!)atL 3E itlNRTRt1- X Ad 51. BOCK _ A5';sf Lop '.ORCcl= r mt.,aays t F2 70 r t x Pff tl>xD S1$iP f7 r 2 t M sm 46 SURFACE' 8at_F dVES. .25' O Ei i f4 f ¢ Z-f W FM SCOW . fie 6 ZX NYC ,% 5Q Dfi3 tip P E 17 4dlY S 8 PASSAGE L= - Swnw SFRTfS yTSMFAOAWMMW34DOCETMM=AC S+JRFACE 73atr smmrkE p a f t' sr Fr x -cf? 4 A47FtA'idZ t t HA AS7ROV f'JISH PORT t of49AS"Sk FtM BOLT RUM ALROW X M SC >- OM itb17 i -• i2ct` $ 27 110 x t-tom C P YEfA! Off7, SURFACE t 3 Pf RV Ri Sty, g au snw S7EII. $ 3T f0 r 2-t f S7 3 S d UfF PRE, - 22 WWO FRA.k u PL4= F P4C FUW'ER JCSNFED PONMWSA PNE, C_43 4 w 3f PSAfiiC ie` ItfE Fttw h'.'.'Y lg svw 446 1 V= 30 gam WE mz POaE SG 0.43W=f j 37 ?D r [-S 4't6 PPH fPW'ka srRFW ! Sim VtNYL -CSO" WX WALL, T 4 r 2-3 4 PfN EtCO t CONfdlr7f SDK` 035' AdN_ Whit_ t r 3- ' fFf PRf CMVMr STh3P mm 40 # 755 -----_..----- tsUrm 42 g r t i PIASC7iEPF ftEif Si m4Z32i1P w 5.9RiTE Tt7P k R+$ 5{YdL SSkYMPRtWOMSDMV 44 3 k 3 C L B RC17?w wL F$"£ m4511L. r -040 8RA0 7RIH N& SIEB C fl t f-ffi ! { ZO i5AAtE STTH. 50 F Y k 3-7 4' fib FFfC COME S StFH. i T— c 62j24 t2 7 b' OPD SZItL N.T.S. g 9AXa7 OBfPEk73f tS ME AUlMik SADDLE R4RFSN 57 , ij SS 30RQhf Mf St;"0. ALUA!iNLfF:It^tJtR 6LE` WAt t Uk:. YS 8``-= N ` O t ¢' r m ax m CPS # C .o• r.tc watt. iwrt r. ecFnau agar 0. 09` EXTRUDED VW ' WALL c rats n 5 F'L-T3OaO.4 n s n N R W R W Building Cowultannts, znc. B Consulting and linglAeering Services for the Handing Industry C P.Q. BOX 230 VOW% FL33595 Mono 813,659,9i97 Piorlb 800rtS ArPmrcadonai Bngrnaers Cartificata orAuthutiradoa No. 9813 Product Category sub Category Manufacturer Product Name winglna Therma-Tru Corporation Fiber Classic"! "Smooth Star" Exterior Exterior Door I18 industrial Drive 8'0 mewing w/ and wlout 81dafitesDeOasis Assembfles EdQgrton, OH 43517 Fiberglass, Door Phone (411)298-1740 Non -Impact, a -pa; This Is a Product Evaluation report 13sued by R W Building Consultants, Inc. and Lyndon F. 89hm1dt, P.B. (System ID # 1998) tar Therma-Tru Corporation based on Bile Chapter No, 6f 020-3, Method 1 D othhe state of F]oYfda, 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 haroln, Lfmltadons; 1, This product has been evaluated and is In compliance with the 6th Edition (2014) Florida Building Gorse (FRO) structural requirements Including the'High Velocity Hurricane 2tata" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on detalla. Anohor embedment to base material shall be beyond wall dressing or stucco 3. When used In the "i-IVHZ" this product is required to be protected with an Impeot resistant coveting that complies with section 1626 of the FRO. 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 Section 1609.1.2 of the MC, s. 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 davlate from the details of drawing FL-150D0.4 require further englneetfng analysis by a Itoensed engineer or registered arohftoot. 7, inswing configurations do not meet the water infiltration requirements for the "HVHr. Inswing units shall be installed 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 $iEl Is less than 45 degrees, 8. See drawing FL160O.4 for size and design pressure limitations. Su,p Orfing Documante. 1. COMM Test Standard TEL 01460387 A,13,0 ASTM Dt3M-03,ASTM Df 929-96 ASTM 1)2.843.99 TEL 01460336-A,B,C ASTM D696.03, ASTM D1929-96 ASTM D2843-99 STTEW0001 A$TM C3,46-95 164Z7-107362 ASTM E84.00a AT[ e7608.01.108-18 ASTM D1990-06 ErC 01-741-10701.0 CAS 202.94 ETC 01741.10703.0 TAB 202-94 ETC 01-741-10593.4 TAS 202-94 TEL06-1031-3 TA£202-94 TEL06-1031-4 TAS202-84 Tenting LabOr rioty Signed by Testing Evaluation Lab.,tnc, Lyndon F. Schmidt, P,E, Testing Evaluation L.nb.,tnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc, ETC Laboratories ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lno, Testing Fvaluatlon Lab.,inc. prowing_N,pa Prepared by Na. FLt 15000.4 RW Bul(din Consultants tno, (CA #9813) Ar'tIt•%0.' fjjftpl$ F Cat silo s Pro -pared by v y Anchoring RW Building Consultants, Inc, (CA#9813)„ ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. RUBIR31 aura ge Certificate of PartIclipation Issued by National Accreditation and Managemerl't institute, oertlfying that Therma- Tru Corporation is manutactudi)g produots within a quality assurance program that complies with ISO/IEC 17020 and F" Guide 63, Qh"t1 oft Lon Hicks, VP Operations Wttlfam E. IWh, P.E. Joseph A. Reed, FZ Wendel( W, Haney, P.E. Wendell W, Haney, P.E. MarkD, Pasero, PE, Wendell W, Haney, P.E. Wendell W. Haney, P.E. signed 9$ .soalea by Lyndon F. Schmidt, P.E. F. Schmidt, P.E. Lyndon F. Schmidt, P.E, FL PE No. 434o8 2 V2016 r1i CITY OF SAN]FO BUILDING & FIRE PREVENTI PERMIT APPLICATIO N Application No: 'J Documented Construction Value: Job Address, 4 C Historic District, Yes NoParcelID: Residential CommercialTypeofWork: Newbd to ElAdditionElAlterationDRepairElDemoE] Chan P of I I F1 F-1 Description of Work: Plan Review Contact Person: Phone: Fax: C Email: Property Owner Information fa 4V I'vlove Title: Name TQ" I 1 ' - L I_ 1 LPhone: H€ 1 _r Street;L J Resident of property? :City, State Zip: Z)_ .y Contractor Information J Name oStreet: Fax: City, State Zip: State License No Arch itect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED ANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULTWITHYOURLENDERORANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT, Applicationis hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced priortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code it, effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application N-Q-TIU: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthePublicrecordsofthiscounty, and there may be additional permits required from other governmentalmanagementdistricts, state agencies, or federal agencies. entities such as water Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction v luc, credit will be applied to Your permit fees when the permit is issued, a 0 4ER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. SiP-t-1- 0f0_--/A1mt Date Printnt Wsv11Cr1AfCnr5 Narn, Signature of Notary -State of Florida Date Owner/Agent is — Personally Known to Me Or Produced ID — Type of ID griaturc OfCOntractor/Agcni Date cgx Print C tor/Agent's Name Signature of Notary -State of Florida Date Ry ftik6 PAMELA 5 TERNUS COMMisSioniliGG110622 15 Expires August 7, 2021 1 0~ Dire gv*t Notary Servos Contractor/AgentJ Personally Known to Me orI Produced ID e of ID FFICE USE ONLY Permits Required: BuildingE] Electrical[] MechanicaIF] Plumbing[ GasE] Roof n Construction Type: Occupancy use: Flood Zone: Total SQ. Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[] No [] # of Heads _ Fire Alarm Permit: Yes [] No[] APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Rcvisc,d: June 3(),20 15 Permit Application CITY OF SANF BUILDING & FIRE PREVEN PERMIT APPLICA Application No: Documented Construction Value: S Job Address: 2(c,.)-14 ft)a-ti Historic District: Yes D No Parcel ID; Residential Commercial Type of Work: New a Addition 1-1 AlterationEl Repair El DemoEl Change ofIlse El move Description of Work: Pi boi j r -5i4 2.- a-k-k La nc.---, es Lt j CA- Z4 -9 Plan Review Contact Person: P(ckN. Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name QT Vc- i-eA±;! Phone: -4-Za ?,I-f 3 - 3E -3 Street: a-ao( 0>L"v-V-\qznt Fax.- gate- 2-4c>-14'48,1; City, State Zip: State License No.: Cr-C 0 u:3 4 2= ArchitectlEngineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN VOI PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTA FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE I COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construe in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, PC furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be four d in the public records of this county, and there may be additional permits required from other governmental entities such as water man agement districts, state agencies, or federal agencies. Acc,-ptance 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 requiredino -der 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 accGrdance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, crec it will be applied to your permit fees when the permit is issued. OVINER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be one in compliance with all applicable laws regulating construction and zoning. of Owner/Agent Owner/Agent's Dam of Notary -State of Florida Date Agent is Personally Known to Me or ed ID Type of ID Signatm ofContractor/Agent Date Print Contractor/Agent'sName of No -State of F1.64. Date PAT SU$l kAy C OK%Ssl FF 1.7904 hc Pa EedXMRES-' Au WW I 125, 8 ' u v C ersarialy Known to Me or Produced ID Type of ID BIELOW IS FOR -OFFICE USE ONLY Required: Building[] Electrical[] mechanical[] Plumbing[] GasE] Roof] Type: Occupancy Use: Flood .one: Sq Ft of Bldg: Min. Occupancy Load: Construction: Electric - # of Amps Sprinkler Permit: Yes 0 NoEl ALS: ZONING: ENGINEERING: of Stories: Plumbing - # of Fixtures, of Heads Fire Alarm Permit: Yes [] No [I UTILITIES: WASTE WATER: FIRE: BUILDING:, June 30, 2015 Permit Application 9701 Bachman R Established 1973Road 9507 State Road 52 123 Miller Road Orlando, FL 32824 www RJKielly.com Hudson, FL 34669 Valrion, FL 33594 60 47/ft 407-855-2636 State License # CF-0O20'z R=L 727-863-W6 813-661-0701 . J. KiETV Page; I OF Proposal No. 717-13533 PLUMBING * HEATING I COOLING Proposal Data: 712612017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd, Suite 124 Model- Firefly - 1827 Lake Mary FL 32746 We Propose hereby to furnish material and labor - complete In accordance with specifications below for the Sum of: $5,925.00 Payment to be made as follows, 40% Rough In 30% Top Out 30% Finish. NET 10 Days All materials guaranteed to be as specified. Alt work to be completed in a workman like manner according to standard practices. Any alteration or deviation from specifications below involving extra costs will ocuted only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accid del our control, Owner to fire, tornado, and other necessary Insurance. Our workers are covered by workers compensation Ins it ce. r r—k4c,4 AUTHORIZED SIGNATURE: MAY BE WIT DRAWN IF NOT ACCEPTED IN 30 D/ We hereby submit specificalli s and imates Inc Master Balk I Shower Sterling Accord 6046 Base 72270100 White With Walls And Moon Chateau TLI82 Chrome Valve I Toilet Garber Maxwell 21-912 1,2B White Elongated I Lev By Builder With Moon Chateau 64925 Chrome Faucet 2nd Bath I Tub Starting Accord 6Ox3O 71140120 White With Walls And Moon Chateau TLI 83 Chrome Valve I Toilet Gerber Maxwell 21-912 1.28 White Elongated 1 Lev By Builder With Moen Chateau 64925 Chrome Faucet Kitchen I Sink By Builder 1 Faucet Moen Integra 67315 Chrome I Disposal ISE Badger V With Cord 1 lcomaker Line With Recessed Box 1 Dishwasher Hook Up Utilities I Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric 17 Backtilling Included For Sewer & Water only (Stab Backfilling By Others) Ba&Ktlow Preventers Included EXCLUSIONS NO Permit Fees included Water Piping In: CPVC 40'Sewer Allowance; Additional $12 per foot 49 Water Allowance; Additional $3 per foot Applies to any direct contract between an owner contractor (RJK) - Notice of Lien Laws - Florida Statutes 713.001 -713.37. Acceptance of proposal - Theaboveprices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be Made EOutlinedabove, I agree to pay reasonable attorney's fees court costs in the event of legal action. A monthly service charge of 1 1/2% will be added after days. Any sewer taps deeper than 4 1/2 feet or requires backhoe or dewatering will be an extra charge. SIGNED:,_ DATE OF ACCEPTANCE & PACE 2:_— z Branch: Last Edit Date: 7/2712017 bal W W V"NDHAM PRESERVE - LOT 247 0 o20 SPECIFIC PURPOSE 0 co SURVEYV) z Q 0 FORMBOARD) WYNDHAM PRESERVE LOT 247 2 f U PG 81, PG 93) 0 D 0 0 N M LOT 239 LOT 240 LOT241 N89*4X0J E 62. 00' LOT 247 N AREA iv 7,130 S.F. t C14 6 10.0 6 11.5, 14.8 14.2 ILI 5L NJ 39.0 tp PROPOSED I STORY RESIDENCE LOT 248 1827 FIREFLY LOT246 O ELEVATION - U GARAGE - LEFT 00 FORMBOARD t6 FFE= 23.26' Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE, City of Sanford, Seminole County, Florida. Front - 25' Roar - 20' Side - 7.5' LOT AREA CALCULATIONS LOT - 7,130 S%FT. LIVING AREA- 1,909 SQ.FT. GARAGE = 403 SQ.FT. PORCH = 70 SQ.FT. DRIVEWAY = 405 SQ.FT. PATIO 100 SQ.FT WALKWAY = 77 SOTL A/C PAD - 9 SQ.FT IMPERVIOUS= 41,7 X SOD - 4,157 SQ.FT. OFF LOT AREA CALCULATIONS R/W = 1,550 SQ.FT. APRON = 114 SQ,FT. SIDEWALK = 310 SQ.FT. SOD - 255 SQ,Fr. TOTAL AREA AREA - DRIVEWAY = 519 SQ.FT. SIDEWALK - 387 SQ.FT, ISOD = 4,412 SQ.FT BUILDING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying. Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. DIMENSION NOTE; Proposed building dimensions shown hereon are of the exterior. PFP —Pool tquiVntssLECE",ADUSSD—Access/Draincige/UUtities/SidawalkLicensedunsqIBusinessBR —Bockflow Preventer Sight Distance Easement S)))— Survey PRM —Permanent Ref, Monument I) — Reported PCP —Permanent Control Point FP& L —Florida Power & Light 0))—Description PI FFE—Finish Floor Elevation D..: Doed Book N —Water Meter O. R —official Records Book M —Water Valve P, B:—Plat Book 7r—Fire Hydrant Pg.-- Page RCM —Reclaimed Water Meter El — Elevation RCX—Recloimed Water Valve Conc. — Con crete ncreteCable Box, 13P — Brick Paver Telephone Box SW — Sidewalk 0—Electric So. FFE— Finished Floor Elevation O—Utility Pole CI — Curb Inlet Guy Pole GuyPole GT — Grote Top Inlet Pole P. U.E-Public Utility Easement E— —Guy Anchor RCP — Reinforced Conc. Pipe OU--Overhead Utilities PVC— Polyvinyl Chloride O—Storm Sower Manhole NCS— No Corner Set (Foils in Water) 0—Sanitary Sewer Manhole SF — Square Feet 4W. _Electric Handhole D. U.E. —Drainage/Utility Easement COO —Clean Out FMOD — MAG NAIL & DISK XV>O—Irrigatlon Control Volvo PX— Parker Kolon Noll p —Sign SIR — Set 1/2" Iron Rod LB7768 WD,<—Gote Water Valve SPKD — Set P.K. & Disk L87768 Q—Gos Meter RR — Found 1/2' Iron Rod LB7768 4-1 ',"—Existing Grade FIP — Found 1/2" Iron PIr L87765 0 —Blow—off Valve FPKD— Found P.K, Nail & sk 1.87768---Droinage now Direction FCM — Found 4"x4" Concrete 10.0—ProDosed Desian Grade Description I Date I Dwn.1 Ck'd I P.C. I Order No. I N 20. 0 Ui PCP 102, 50' 5. 7 10* UTILITY EASEMENT ( P) 62. 00' S8914i 10-T LU is -JPROPOSEO 5' C. / ONC SIDEWALK MAGPIE WAY 50' RIGHT-OF-WAY PRIVATE ROAD) S 3943'03" W 391.64' CENTER LINE SURVEYOR' S NOTES: 1. Current title information on the subject property had not been furnished to GsoPoInt Surveying, Inc, at the time 'of this plot plan. 2, Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon ore in fast and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for "WYNDHAM PRESERVE'. City of Sanford Seminole County, Florida. S. This Specific Purpose Survey is for the location ono elevation of the formboards only (THIS IS NOT A BOUNDARY SURVEY) PREPARED FOP- ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12.12ZQ-Q7_Uh, in Flood Zone " X" DESCRIPTION: LOT 247, according to the plat of " V\IYNDHAM PRESERVE" according to the plat thereof as recorded in Plat Book 81, Page 93 of the Public Records of Seminole County, Florida This certifies that o r J=jrt ;Rn described property was mad rider nq 004p, the Standards of 555 Winderley Place, Suite 109 Maitland, FL 32751 Practice thg If Professional setf .% Surveyors 4 De ftx pter A1. t1do Administrative Phone: ( 321) 270 -0440 Fax: ( 813)248 -2266 code, ; n# tIN' 2 #t Statutes. 142.02*, Licensed Business No. LB 7768 GeoPoint Surve ying, Inc. FL easD. Levifmr Qrve`0 6915 R10APROFESSIONALSOOMR-ilk-U$PER NO. Drown: MTP Data File:OrissonEosll-Plot NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL Dote:1/10/18 JDwg:&iawE*-W47 Order No.: - RAISED SEAL OF A FLORIDA UCENSEQ SURVEYOR AND MAPPER SEC, 17 - TWN. 20 S. - RNG. 31 E. Field Sk: - TRI-COUNTY TESTING LABORATORIES, INC. 31 S. Main St. Winter Garden, FL 34787 PROJECT NO: 407-656-9656 ORDER NO: REPORT NO: REPORT OF IN -PLACE DENSITY TESTS PROJECT PROCTOR CONTRACTOR SPECIFICATION: REPORTED TO: LOCATION - MATERIAL: DATE TESTED: OPTIMUM MOISTURE: ' MAXIMUM DRY DENSITY: LOCATION DEPTH DRY DENSITY MAX DRY DENSITY PERCENT OF MOISTURE INCHES lbs. cu. ft. lbs. cu. ft. MAX. DENSITY PERCENT Submitted by, L.a CITY OF SANFORD 1A N 3 1 2 018 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S 4.462.00 Job Address: 2624 Magpie Way Historic District: Yes 0 No F Parcel ID: 17-20-31-502-0000-2470 Residential El CommercialEl Type of Work: New E Addition Alteration RepairEl Demo Change of Use Move Description of Work: Install New AC with Duct Work and Venting Plan Review Contact Person: Arionna Rosenwinkel Title: Pre -Construction Coordinator Phone: 407- 886-3729 ext. 163 Fax: Email• arosenviinkel@energyair.com Property Owner Information Name STARLIGHT HOMES FLA LLC Phone: Street: 1064 Greenwood Blvd Suite 124 Resident of property? : NO City, State Zip: Lake Mary, FL 32746 Contractor Information Name Energy Air Inc (Robert Kulp) Phone: 407-886-3729 Street: 5401 EnegryAir Ct Fax: City, State Zip: Orlando FL 32810 Name: Street: City, St, Zip: Bonding Company: Address: State License No.. CAC 1816317 Arch itect/Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of 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 10153 Shall be inscribed with the date of application and the code in effect as of that date: 511, Edition (2014) Florida Building Code Revised: June, 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of'permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law. FS 713. The city or Sanford requires payment of plan review fcc 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 [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature ofOwncr/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date 1 /2018 Signature of Contractor/Agent Date Robert 1/2018 OP 0444, Notary Public State of Flonda Arionna C Rosenwinkel My Commission GG 147038 Expires 1010112021 OF Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID — Type of ID Produced ID —_ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingE] ElectricalE] MechanicalE] PlumbingE] GasE] Roof[] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction, Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes R No #of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Revised; June 30, 2015 Permit Application WORK ORDER Job #: 33354 Date: 9/29/2017 Subdivision I Phase Blk BILL TO: Starlight Homes - AWN Lot / Sub: Wyndham Preserve 1 12471 ADDRESS: 1064 Greenwood Blvd Ste 124 Job Address; 2624 Magpie Way Sanford IFL 132773CITY/STATE/ZIP: Lake Ma!y, FL 32746 City / State / Zip 11827SModel/Bldg: Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pu p R-410a A/H-2 or Furnao( Job Contact: A/H-1 or Furnace FB4CNP03OL00 Job Phone: Heater or Coil CE2401CO5 Heater or Coil Date Requested: CU-1 CH14NBO300OG CLI-2 Date Required: T'Stat: TH6220D1002 T'Stat: Filter Base AHU Location N/A 1st FI Int Closet Filter Base AHU LocationPermitInformation: Efficient 14.00 SEER / 8.2 HsPF Efficiency MUST BE ACCURATE AND COMP I A/H-3 or Furnace A/H-4 or Furnac( Heater or Coil Heater or Coil Bldg. Permit# CLI-3 CU-4 Township: Sanford T'Stat: T'Stat: Filter Base Filter Base AHU Location AHU Location Incl. on Builders Permit no Efficiency Efficienty EAI Pulls Permit: yes Zoning Brand: HoneE!2II/Johnstone Vent. Damper Y815omo17 City I Builder calls inspection: yes Zone Kit #1 ZD1 EAI calls inspection: no Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 319.01 Transformer ZD4 Surge Protector ZD5 ByPass Damper #1 ZD6 ByPass Damper #2 ZD7 Qty Yes No Qty. Yes No Grs.Stamped StI. 13 X Flue Pipe: x Grs.Stamped Returr 8 x Filter Base x Grs,White S/A Adj. X Mery 8 Filter x Grs. R/A White Alun 1 x Elect. Air Cl. x Kit. Hood Duct: X Conc. Slab: x Kit. Down Draft Duct X Heat Recovery: x fan 80 cfm BFQ80 2 x Fresh Air: 1 x fan lite BFQF70 x Bath Exh. Duct: x D!yer Vent: 1 x Special Instructions Or Comments: Accounting Department: Job # Invoice Due Date: Estimated Estimated Task - Description Hours Cost 03-Fabrication Labor 220 27.72 Roughin 2,196,00 04-Installation Labor 2138 326.70 06-Piping Labor 6.75 114.75 Trim 2,196.00 14-Kitchen Vent Trim 02-MaterialfTax 1,103.08 01-EquipmentfTax 1,339.77 Permit 70.00 80.00109-Permit/Other 1.23 15.54011 -Delivery Labor 20-Pull Material Labor 2.4747 31,07 Total Contract: 4,462,00 12-Startup Labor 2"50 42.501 r- tr is Level I MBed 10x6 89 CIM Farn/Dn/Kit 6" 1000 89 ch 12x6 145CIM 18 xe 1OXIO Rr 89 C(M YTR 6 6' 47 dm 8x4 I0X6 69 Ch 10" 29 Cirri 4- WC DomDom 10x6 72 ch 14X6 5. 6" tit IOX6 90 ctn 14x6 24x18 VT 699 Cowul d1s2 Bed4 10X6 54 On F-3 Do Foyer 4- 8x4 41 Ch Indy 8x4 4- 3ufm AHU ON METAL S 2.5 Ton 240V / 5KW HP 14 x6 7" 12 X6 189 Ch Garage Bed3 Job M Staffight- Wyndham Presme Energy Air, Inc scale: 1/8"= 1,0" Performed for Paw Lot 247 - 1827 UL 5401 EnergyAk, Ct Righ6%44 Unhersal 2017 Sanford, F1 32773 Orterido, FL 32810 17W8RSU1?013 2o17-Sep-2113.15,D7 Phone, 40749Y>-3729 m Prsser.OW247 -1827 ULrup www.er.com GRenneQenetgyaftorn Revision Response to Comments 0 C111- Pern,iit # Z5 't- Proj COE Ph: L City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date . w It 4P 0005121 10M lr,1111 --V1 400 1111!!11 11111111q Trades encompassed in revision: N/Building 11 Plumbing 11 Electrical 11 Mechanical 11 Life Safety 0 Waste Water Department El Utilities El Waste Water El Planning 0 Engineering El Fire Prevention General description of revision: ROUTING INFORMATION Approvals 0 Building 4;,F - I - t 2 0 Lumber design values are ir, accordance with ANSIITPI 1 section 6.3 Theso truss designs rely on lumber values established by others. L moTek' M1 I 1 i C RE: WP0247 - WP0247 MiTek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa, FL 33610-4115 Customer Info: Starlight Homes Project Name: WP0247 Model: 1827 Lot/Block: 247 Subdivision: Wyndham Preseve Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor- Load: N/A psf This package includes 17 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G 15-31.003, section 5 of the Florida Board of Professional Engineers Rules, No. Seal# Truss Name Date T12924963 A01 1/10/18 2 T12924964A62 1/10/18 3 A03 1/10/18 4 11T12924965 T12924966 A04 1/10/18 5 T1 2924967M5 T1 2924968AO6 1/10/18 7 T1 2W4969A07 1/10/18 T12924970 A08 1/10/18 9 T12924971 A09 1/10/18 10 T12924W2 A10 11 T*112924973 B01 1/10/18 12 T12924974 B62 1/10/18 13 T12924975 CJ1 1/10/18 14 T12924976 CJ3 1/10/18 jj 15 T12924977 CJ5 1/10/18 16 T112924978 EJ7 1/10/18 17 T12924979 HR 1/10/18 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 - Tampa. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28. 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSl/TPl 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/TPl 1, Chapter 2. I 01N vL- ir41--mb", 68182 STATE 0 F R quipW PE No,68182 RekUS , Inc, Gert 6634i"` 4 NL East Blvd, Tampa FL 33610 January 1 O,2018 Velez, Joaquin I of I Job Tnss -11 uss Type City Ply WP0247 T12924963 WP0247 A01 HIP, GIRDER 2 Job Reference (optional) Builders FirstSourco, Tampa, Plant City, Florida 33566 8 130 s Sep 16 2017 MiTek Industries, Inc, Wed Jan 10 12:07:17 2018 Page 1 ID:tbOYL3,JolCVlFJlFq$Jd63xypdA?-gALIVD2D4GXt4krfR( ,;OBSFtiZtFPt)I)L)eSviiiZwtjBqzwn)Ce 4-2 6 7-6-0 13 a-14 19-60 25-8-2 32 0-0 34-9-10 39-0-0 40-0-0 91 0 --6 _3 622 6-2-2 6-3-14 2-9-10 4-2-6 l 0-6 5X6 500 12 t 20 21 2x4 3X6 3X6 3X8 5X6 5 22 2, 6 7 24 25 26 8 27 28 9 Scale, = 1 66 8 4x6 29 30 18 17 31 32 16 33 34 v5 3e 15 11 14 37 38 4x6 SX8 2x4 5X8 2x4 6X8 4X8 - 13-3-14 LOADING (psf) SPACING- 2-01-0 CS1, DEFL, n loc) lidell Ud PLATES TGLL 20,0 Plate Gtip D(X 1.25 TC 1,00 Vell(LL) 16 >931 240 10120 TCDL 70 Lumber DOL 1.25 BG 0,94 Veg(TL) 114 16 >405 180 BCLL 0,0 Rep Stress InrV NO W B 013 Horz('11) O. 20 11 rVa rVa BCDL 10,0 Code FBC20141TP12007 Matrix-SH Weight: 441 ffi LUMBER- BRACING - TOP CHORD 20 SP No,2 TOP GHORID StrUrAiFal wood sheathing directly applied. BOT CHORD 2x6 SP No-2 BOT CHORD Rigid ceiling directly applied or 9-0-8 oc biacing, WEBS 2x4 SP No.3 REACTIONS. (h/size) 2=2942/0-8-0, 11-2941/0-8-0 Max Herz 2=46(LC 12) Max Uplift 2=-963(LG 4), 11 =-983(UC 5) FORCES. (lb) - Max, Coinp./Max. Ter). - All forces 250 (ib) or less except when Shown. TOP CHORD 2-3=6640/2219,3-4---6621/2247,4-5= 6209/2126,5-7= 10532/3593, 7-8--10532/3593, 8-9---6206/2124, 9- 1 0=-6618/2245, 10-1 l.r,-663C/2217 BOT CHORD 2-19=-1974/601 7, 13-15-3163/9496, 11-13-198216014 WEBS 5-17=01/527, 5-16-373/1169, 7-16=-683/4268-16=,376/1177, 8-15=0/527, 8-13=,-366411253, 9-13=-530/1996, 10- 1(3=-140/264 NOTES- ( 10) 1 ) 2-ply truss to be connected together with 1 Od (0, 13 I'x3") nails as follows Top chords connected as follows, 2x4 - 1 row at 0-7-0 oc., Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 OG Webs connected as follows 2x4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except it rioted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (5), riniess otheneise, indicated, 3) Unbalanced root live loads have been considered for this design, 4) Wind: ASCE 7-10; Vult=140niph (3-second gush Vasd=l 08inphl TGDL--4.2pst, BGDi-3.0pst; Cal. 1: Expo G; Encl_ GGpi= 0,18, N1WFRS (envelope), Lumber DOL=1,60 plate grip DOL=1,60 5) Provide adequate drainage to prevent water Bonding. 6) This truss has been designed for a 10,0 pst bottom chord live load nrinconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20,Opsf on the bottorri, chord in all ar(,'icis where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any otter riloolbers, 8) Provide mechanical connection (by Whets) of truss to hearing plate capable of withstanding 100 1b uplift at joint(s) except (jt=lb) 2r983, 11 =983, WARNING, Voitty design Parameters and READ NOTES ON THIS AND INCLUVEDMITEKAEFERANCE PAGE M11-7473 rev, faW1201S BEFORE USE, i)- ll vi ", 1'11j ill, u,", "lity w1th trill * nikilt VoWyF 1h'-)jj'0' 'It Arty 'fd('ykjl I tact lm<dcmt rztrflt t tN HI itv'Tor':l It it" it lrl) I is t-pwvonl t,vckfii.,r fn"tvt M' It ,I,, v, Vol dint I n-n it x s-,Ny A, 'I' vycue r I '-Im- it r' !I I 4)i.t inn is ritq"Y' 1"' riiji"I t'i AcItAiltyothl t" j-v"W l '41'rpw Witt, infrity lixd lANSVTPI I Qualify Critel DSB-89 and BCS1 Building Component GRIP 244/190 F1 = 20% 141, MiTek' 6904 Flinke East Blvd I'l., 33clo Job Truss Truss Type Oty Ply WP0247 T12924963 WP0247 A01 HIP GIRDER Iry 2 Job Reference (optional) 131-111deis FirstSouice, Tamps, Plant City, Florida 33566 8,130 s Sep 1P 2017 MIT(* Industries, Inc, Wed Jan 10 12:07:17 2018 Page 2 lDjb0YL3Jol(',V1LJ1 FqSJd63xypdA?-gAtjVD2D4GXi4krTRgOBSFtiZtFPbbUeSiniZwuBqzwtnCe NOTES- (10) 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 203 Ith down and 203 In up at 7-0 0, 105 rb down and 10711p up at 9-0-12, 105 Ib down and 107 In up at 11 -0-12, 105 Ibdown and 107 i1b tip at 13 0-12, 105 In down and 107 Ib kip at 15-0-12, 105 It) down and 107 Ib tip at 17-0-12, 105 lb down and 107 lb tip at 19-0 12, 105 In down and 107 Ih up at 19-11-4, 105 If) down and 107 In up at 21-11 zf, 105 lb down and 107 Ib up at 23-11 4, 105 lb down and 107 11) kip at 25-11-4. 105 lb down and 107 lb Lip at 27-1 1-4, and 105 It) down and 107 Ibup at 29-11-4, and 20(3 lb down and 203 lb Lip, at 32-0 0 on top chord, and 317 lb down and 109 In up at 7-0-0, 81 In down at 9-0-12, 81 lb down at 11 -0- 12, 81 In down at 13-0-12, 81 lb (town at 15-0-12, 81 1b down at 17-0 12, 81 lb (town at 19-0-12, 81 lb down at 19-11-4, 81 lb down at 21 11-4, 81 Ib down at 23 11-4, 81 Ih down at 25-11-4, 81 lb down at 27-1 ! -4, and 81 Ib down at 29-11-4, and 317 ib down and 109 In up at 31-11-4 on bottom chord. The design/selection Of such connection deviGe(,i) is she responsibility of others. 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for anyparliculaf building I,, the responsibility of the building designer per ANSI TFII 1 as referenced by the building code.,, LOAD CASES) Standard 1) [Dead + Root Live (balanced): LuMbrIt Increase=-1,25, Plate InG;eae=1,25 Uniform Loads (Prf) Vest: 1-4=-54, 4-9---54, 9-12=-54, 2-11 -20 Concentrated Loads (1h) Vert: 4x-1 56(B) C-105(B) 9=-1 56(B) 19- 317(B) 5--105(B) 17=-58(B) 15=-58(B) 8=- 105(B) 13=-31 /(B) 20=-1 0!5(B) 21 =- I 05(B) 22=-105(B) 23--105(B) 24=- 105(B) 25--105(B) 26=-105(B) 27= 105(B) 28=-105(13) 29,--58(B) 30=-58(B) 311 __-58(13) 32:=-58(B) 33--58(B) 34-58(B) 35-58(B) 36=-5a(B) 37=-58(B) 38=- 58(B) A'& WARNING, Vantlydosillinparameters and REAP NOTES ON THIS AND INCLUDED MITER REFERANCF PAGE 11411-7473rov. 10103,2015 BEFORE USE. In it It I'll tOli'lisn I < ,("1 11 Ih Y,, Ioll.,f"f,,,,,,t,,,t,,Akiti,4,,,*f,,Ri"t""ill tt)",)Ii,tl'';t 14ty'i '(,J,,lr,iv,)Yl,'I""It ,"l,,I,,ivilI .... lr, His,, ll&-,1 11w 1'1;! mw itl 1,1 oIW') YS f" lull, d t-r A, it 41ity, irt, Iti, f,wv .... cy'ew)f qui, i, Ii'v ,, 1,t I'll, III q 11w ANSUTPII Quality Criteria, D58- 891 and SCSI Building Component Rik 6904 Parke gall Blvd Tampa FL 33610 Job Muss Tniss Typo oty Ply WP0247 T12924964 WP0247 A02 Htp 1 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8,130 s Sep 15 2017 MiTok Industries, Inc, Wed Jan 10 12:07 19 2018 Page 1 D iboYl- 3JoICV1 U I F ciSJd63xypdA4-cYOFekFLti8yoz9(lpoRDwKJeF5DFHyYm8EtP?(' Izwmcc 1-0-0 4-9-14 9-0-0 16-0-9 22-11-7 30-0-0 34-2-2 39-0-0 40-0-0 1-- 0-0 —4-9-14 4.4.2 —7 0 -9 5X6 = 5.00 -f- 2, 3X8 — 3),6 -- 2X4 SX8 — Scare : 1 672 3xc 17 16 15 14 13 12 3X6 3X8 — 3x8 MT20HS -= 16-0- LOADING (psf) SPACING- 2 0-0 TGLI, 20,0 P!alr, Girp DOL 1,25 TCDI- TO Lumber F)OL 1,25 BC`J-L 0,0 Rep Stress Inci, YES 8C,DL 10,0 )ode FBC2014/TPt2007 LUMBER - TOP CHORD 2x4 SP No,2 'Except* 6-8: 2x4 SP No, I BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1490/0-8-0, 10=1490/0-8-0 Max Horz 2=58(-(,-, 16) Max Uplift 2--411 l(LG 8), 10=-411(LC 9) 2X4 SW 4x6 -- 3X4 CSL DEFL. In (Ioc) I/deft ud PLATES TG 0 K Ved(LL) -0,34 14-15 >999 240 MT201 BC, 099 Verljl-) 084 14 15 >548 180 M120HS, WB 0,75 Horz(TL) 023 10 rVa War MaInX'SH Weighl: 190 Ib BRACING - TOP '-J-10RD Structural wood sheathing directlyappred, BOT CHORD Rigid k-,elling directly applied or 2-2-0 oc biracing, WEBS I Row at rnidpt 5 17 FORCES. (lb) - Max- Comp,/Max, Fen. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3008/1786,3-4=-2802/1628, 4-5----2576/1566,5-7=3527/2115, 7-8-3527/211151 8 9=-2802/1628, 9-10,-- 3009/1787 BOT CHORD 2-17=-1520/2707, 15-17=-186713526, 14-15=-186713520,12 14=-1307/25551 10-12=-1537/ 2708 WEBS 3-17=- 1811253,4-17=-3581765,5-17=-1 170/634,5-1501261, 7 14=-397/344, 8-14=4543/1191, 8-12=-513/353, 9-12=-183/254 NOTES- (8) 1) Unbalanced toof live loads have been considered for this design. 2) Wind: ASCE 7- 10; Vult=140ruph (3-second gust) Vasd=108rriphTGDL---4.2psf; BCDL=3,0psf, 11-15fl, (,,al. ll; Exp C; Enci_ GGFki=0,18; MWFRS (envelope) and C G Fxterior(2) zone,G C for members and forces & MWFRS for reactions shown; Lumber DOL.-1,60 plate, drip DOL=l 60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 Plates Unless otherwise Indicated. 5) This truss has been designed for a 10.0 PSI` bottom chof(I live road nonconGUnent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will fit between the bottom chord and any other rnernbeN, 7) Provide inecharrical connection (by others) of Imes to bearing pate. capable of withstanding 100 Ib uplift at joint(s) except Clt=lb) 2-411,10=411, 8) " This rnanl.FaCtUred product is designed as an individual building component. The suitability and use of this cornponent for any particular building Is the responsibility of The building designer per ANSI TPI 1 as referenced by the bu0cling code," GRIP 244/190 187/143 FT = 20% 6j, WARNING - Verily design paramerairsand READ NOTES ON THIS AND INCLUDED MITEKREFERANCEPAGE M11-7473 rev. IW03,,20156EFORE USE, wwclori, n,iist, )I, h0mlu, I i4al lit ii I, We k rA4I-I4on, %I(waj0 iorr,"ry, et"'412,'i'md that I'r? of Ifilk,"', jrvi Quatity Criteria, DS8-89 and SCSI Building Component 6904 Parke East Bind. Safety Information (m dI, it 4, = tl- n, Irk re,, I q, 11, Ir iillor, ? I Ir n Tarapi FL "610 Job Truss Truss Type Qty Ply WP0247 T12924965 WP0247 A03 Hip Job Refe!encc (optional) Builders FirstSouice, Tampa, Plant City, Florida 33566 B130 s Sep 15 2017 M1Tek Industries, Inc. Wad Jan 10 12.07:22 2018 Page 1 ID: tbOYL3Jo1C,V1 Ul FqS,Jd63xVpdA?-07tOGIHD43KMqcMOI'ZndvxcpVQIH9v7awtdft2zwniCZ 1- 0-0 5 9-14 11-0-0 16-8-0 2240 28-0-0 33-22 39-0-0 400-0 1 6-0 5ye, - cq) - 3X4 3X4 6 7 Scale = 1 66.9 3X 6 s 16 1b 14 11 12 ,%A ,,- 5XG W13- 3X8 - 3, 4 - 3X8 - SX6 WR- LOADING ( tist) SPACING- 2-0-0 csl. DEFL. 41 (loot Vdefl L/d PLATES TCLL 20,0 Plate Grip DOL 1,25 TC 0,66 vedd-L,) 0,32 2-16 999 240 MT20 TCDL TO Lumber DOL 1,25 BC 091 Veil(TU 088 2-16 521 1 So BCLL 0-0 Rep Stress Inca YES WB 0,71 Horz(TL) 0.20 10 1/8 1141 BCDL 10,0 Code, FBG2014fTPI2007 Matrix-SH Weight, 190 Ib LUMBER - TOP CHORD 2x4 SP No 2 BOTCHORD 2x4 SP No.1 `Except' 13- 15: 2x4 SP No-2 WEBS 2x4 SP No,3 OTHERS 2x4 SP No,3 REACTIONS. ( lb/size) 2=1490/0-8-0, 10=149010-8 0 Max Horz 2=70(LC 12) Max Uplift 2= 391(L.G 8), 1 O391 (LO 9) F7 = 20% BRACING - TOP CHORD Structural wood she,,athing directly applied or 2-7-13 oc purlitis, BOT CHORD Rigid ceiling directly applied or 4-9-4 roc bracing FORCES. (tb) - Max, Comp,/Max. Ten, - All forces 250 (Ib) or less except Mien shown. TOP CHORD 2,3=-298211602, 3-4m-265911565, 45=-2422/1508, 5 7=-2926/1 793, 7-8=-2422/1508, 8-9=- 2659il 565, 9 1 0=-2982/1802 SOT CHORD 2-16=1531/2690, 14-16=-150912683, 12-14=-1511/2883,10-12,--1544i2690 WEBS 3-16=-327/379, 4- 16=-3531735, 5-16--703/396, 7-12=-'7031396, 8-12=353f735, 9-12=-327(378 NOTES- (7) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASGE 7-101 Vult- 140rnph (3-seG(-Ind gust) Vasd=1 08n)ph; TCDL.--4.2psf; BC DL=3,0psf, h--1 511; Cal, It: Exp C, Encl., GCpi=01 81 MWFRS (envelope) and C-C Extenor(2) zoneIG-C for members and forres & MWIFIRS lot reactions shown; Lumber DOL=1 .60 IpLite grip DOL, 1,60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10,0 pst bottorn chord live load noncoricurTent with any other live loads, 5) * This truss has been designed for a live, load of 20.0pst On the bottom chord in all areas where a mt,.tangie 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 In upitl at joint($) except (fit=lb) 2=391, 10-391, 7) "This manufactured product is designed as an individual huiiding component, The suitability and use of this component for any padicular building is the responsibility of the building designer per ANSI TPI I as, referenced by the building code.` WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED UITEKREFERANCE PAGE Ul67473,ev, I01OW015 BEFORE USE, fh skln"'rid I-i iise " Illy "Oh Miletk rxwkIIn,loHt,I1vrAtA lmvweA,rrvd/"( &Aolik" tit MiTek, 1(t %t,rt)iltly<AI' i r- Will" I -A 4, I'm, "Y'll itlksy Ind lvjlfy,VW10,10 I 'If ql'twtol qkwr,Aw, Foo, It, At q tho VA 41"oti"Ir. doirv,l V, ( Irv, 1 rxru ttt0 of tamm, A, I ltuu,yMel ns. sinwANSVTPI I Quality Criteria, DSB-89 and SCSI Svitdfng Component 6004 Parke Fast Blvd Safety Information oviiitrf 4e tu'm truss t~ lah (nAtule, i8 N, k- 8Afel I, Suit,, 21 l. Noy0H, lir 1, VA 22314 Ta,Tpa FL 33610 Job Truss Buss Type WP0247 A04 Hit) T12924966 Builders FiistSouice, Tampa, Plant (,'try, Flot Ida 33566 8.130 s Set, 15 2017 MiTek Industries, Inc, Wod Jan 10 12 0724 2018 Page I lt):tbOYt-3Jol(,VlUlFqS,J(163xypdA? yWq8hRI I-cha44wVn1b p51MM71E?EdwvtN86mxwzwrnCX 1-00 7-3-2 1300 19-6-0 26-0-0 31.8-14 39-0-0 40-0.0 SX6 - 2x4 SX6 Scale = I C7 2 i.-6 - 1.i r "I I U 12 1 1 - 3x6- 3x4 = 3x6 = 3x8 - 11-2 3x6 = 3x4 = LOADING (pst) SPACING- 2-0-0 CS1, DEFL. q) (10c) I/dell Lid PLATES GRIP TOLL 20.O Platt, Cirip DOL 1,25 TC 077 Verl,(LL) -0,29 10-12 >999 240 MT20 244/190 TGDL TO Lumber DOL. 1.25 BC 088 Venji-) -068 10-12 >676 180 BCLL. 0,0 Rep Stress Incr YES WB D-K Ho;z(TL) 0, 17 a n/a nfa BGDL 10.0 Code FBC2014fTPI2007 Malnx-SH Weqhl 184 Ib FT - 20%. LUMBER- BRACING - TOP (..,HORD 2x4 SP No2 TOrGHORD Structural wood sheathing directiV applied or 2-2-0 ocrall-IIIIS, BOT CHORD 2x4 SP No-1 ExGept' BOT CHORD RigId ceiling directly applied or 4-11 4 oc bracing, 11-13: 2x4 SP No,2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2-1490/0-8-0,8=1490/0-8-0 Max Holz 2,---81 (LC 13) Max Uplift 2=371 (LC 8), 6=-371 (LG 9) FORCES. (lb) - Max. Comp)Max, Ten. - All forges 250 (11h) or less except when shown, TOP CHORD 2-3=-296911780, 3-4=-2720/1661, 4-5,--2545/1626, 5-6-,,,-2545/1628, 6-7=-2720/1661, 7-8.-2969/1780 BOT CHORD 2-14=-150112670, 12-14m-1113/2206, 10 WEBS 3-14=-328/389, 4-14=- 263/537, 4-12=-220/561, 5-12=-399/339, 6-12zz-220/561, 6-10=-263/537, 7-10=-328/369 NOTES- (7) 1) Unbalanoed roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140ippli (3-second gust) Vasd=108rnph; TGDL-4,2psf; PGDL,-3.0pst-1 Cal, If; Exp Q Encl, GCpi=0.18, MWFRS (envelope) and C-C Extenca(2) zoneIG-C for members and farces & MWFRS fur teaclicins shown; Lumber DOL=l -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 nonconcunent Win 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, with BCDL = 10,Opst. 6) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) except ot=lb) 2=371, 8=371 7) "This marrulactunad product is designed as an individual building component. The sultability and use of this component for any ParliGulai building is the responsibility of the building designer per ANSI TFII 1 as rotmenced by the building oode," WARNING - Verity design parameters and READ morEs om THIS AND INCLUDED MITER REFERANCE PAOEM-7473 rev . la,0312015 BEFORE USE. 1)111,4i Irl v Tii f 1('I I j" rljy \AII I Mi 1,+` - rom lhis 01(rc,ysiom j(""jqn I, w 11 d r i"i 'r Ity it woil date ) this je*,Is, 1,11, , Iho I'rAwol,Io'llillo'JI ror %totAilly ond tot4ovont -41,4"o will J,Ay,tx -A hjuiy,lrxI ploj^Ity J 111 qte> 1, 1 ol mot'll I, x,i'H, ill spa live Iohk:, Ilk'n, qhwloe, - lolmly,,tocllowll I, I t,l(z' at 0j of III Ir"i buss sy"I"In". " ,eAMUTPII Quality Criteria, DSB-89 and SCSI Sullaing Component Safety Information owtikil,k train =IWN 1 o,,Stwet, ',killo :I 12, N, Yowinq. VA 22514. MR MiTek 604 Parke East Blvd TwTifla, f-1- 33610 Jot) Truss T I uss Type aty Ply WP0247 T12924967 WP0247 A05 Hip Job Refetence (optional) Riddrins FiPMSOUICe, TWI`Ipa, Plant City, F-Ionda 33566 8430 s Sep'15 2017 MtTek JndLstn0S, Inc, Wed Jan 10 12:07:26 2018 Page I T):ib0YL3JWCV1 hi FqO-,Jd(,3xypdA?-vaixkj67Kk8lqoJEt9iPrZ71iRRB2ev5(iKArSbtOpzwriiCV 1.0,0 7-9-14 15-0-0 19-6-0 24-0-0 31-2 2 39-0-0 40-0-0 2-2 0-0 500 12 5e3 --- 2x4 "XIS, - Scale = 1,68 3 iv6 I " I - 14 " 1 - 3 3X4 3X6 --- 3X8 3x6 - 3x4 39-0-0 LOADING (pst) SPACING- 2-0-0 cSt. DEFL, In ( LIoc) i/detl /d PLATES GRIP TCLL 20,0 Plate Chia DOL 1,25 TG O.92 Vert(LL) 0,32 14- 16 >999 240 MT20 2,14/190 TGDL TO Lumbbei DOL 1,25 BC 099 Vetl(TI-) -0,70 14 lb >658 160 BCLL 0,0 Rep Stress Incr YES WB 0,50 HO;z(TI-) 0_17 10 n/a n/i BCDL 10,0 Code FBC2014/TP12007 Matrix-SH Weight: 189 It, F1 = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOPCHORD Structural wood sheathing directly applied. ROT CHORD 20 SP No. 1 'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 13-15: 2x4 SP No,2 WEBS 2x4 SP No.3 REACTIONS. (ib/size) 2=1490/0-8-0,10=1490/08-0 Max Hoiz 2=93(l-(,16) Max Uplift 2=-369(LC 12), 1 0= 369(LC 13) FORCES. (ib) -Max. Comp,/Max. Tan, -All lorces 250 (Ib),,)T less except when Shown. TOPCHORD 2-3--2981/1797, 3-5=2738/1724, 5-6 2184/1457, 6-7=-2184/1457, 7-9=-2738/1724, 9 1 O=- 2981/1797 BOT CHORD 2-16-1514/2667, 14-16=-1012/2038, 12-14=-1014/20(36, 10-12=-1524/2667 WEBS 3-16"-382/447, 5-16=-403/670, 5-14=-80/420, 6 14- 250/1B7, 7-14=-80/420, 7- 12=-403/670, 9-12=-3831447 NOTES- (7) 1) Unbalanced roof five loads have been considered for this design, 2) Wind ASCE 7-10; Vult=140,roph (3-second Vasd-1 OWiph, TCDL=4.2psf: BGDL=3,0pst1 h= 1 51t; Gat11: Exp C, Enrl., GCpi=0.18MWFRS (envelope} and C-G Exterior(2) zwie,C-C tot members and forces & MWFPS for toactions shown: Lumber DO1_-1,60 plate 90p DOL=1,60 3) Provide adequate drainage to prevent water pondng, 4) This tiuss has been designed for a 10,0 pst bottom chord live lead nonconGwrent with any other live loads- 5) * This KISS has been designed let a live load of 20,0psf on the bottom chord in all areas whole a rectangle 3-6-0 fall by 2-0-0 wide Will fit between the bottom chord and any other members, with BCDL = 10,Opst, 6) Provide illechanlGal connection (by others) of floss to bearing plate capable of withstanding 100 lb UP41it at J0In`(($) e)(Gef)t Ot-lb) 2=369,10=369. 7) "This manufactured product is designed as an Individual building componeril. The suitability and use of component for any particular building is the responsibility of the building designer per ANSI TPI 1 as feter(NlGod by the building code," WARN i Verify design P&I- amefiriand REAP NOTES ON THIS AND INCtUDEDMI7EKREFERANCEPA(iEMll-747 lraw. 10103120 t 5BEFORE USE, I I zlkss systarn rl, ak, I, kw, II t a III, *k, I . J, I*,p r ;, a,,t vovfy 11 4 1 4i, .it Aly of w )IIIIAI'Iti. , an I II '1 -1 IV I, , q I, +, de 1hr" , R Im,;in q,t", 11 111 Nil MiTek f"Aw"V"toquil"'d ter' or A,IlAly ond F, j,r,volll ,Il, will-, t-sAt 4, 1,1"nol Injury "n' ir,vq,,ty ti- I. it III, " Ilion, dov 1q," , 1,11voly, 'Il- 11, " I, ill, It w IIota , A hlv I, rt i< I fiw.s -IkIms, s(V?ANSI/TPI I Quality Criterfo, DSB-49 and SCSI Building Component 6904 Parke East Blvd Sorely Information av Nhd 4o fi,nt lm, P1,11" rn,lilul(" 218 N, I", /14"IVir, lrr.,,VA?2:Il 4 Tampa FL 33610 Job Truss Truss Type oty Ply WP0247 T12924968 WP0247 A06 Hip Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8,130 s Sep 15 2017 MiTek Industries, Inc, Wed Jan 10 12:07:27 2018 Page 1 ID:ibOYL3Jo1CV1U1FqSJd63xyl)dA?-Nr)VHJTt-MvcyfxNEMG7N(,,f't fZR0PqEiJ46L0YF7wn-1,0'0 1-00 11-4-4 17-00 19-6-0 22-0-0 15-7-12 27-5 6 30-11 7 32-10-13 39-00 40-0-0 6-0 2, 6-0 3-7-12 1-9-11) 36-1 1-11-6 6-1-3 1-0-0 Seale = 1 :68 1 SK8 3x8 SM -- 3Xe 16<F3X6 4x6 - 3X4 ,.- LOADING p,,I) SPACING- 20-0 TCLL 20.O Plate Grip DOL 25 TCDL 7,0 Lumbw DOL 125 BCLL 0,0 Rep Stress Inca YES BGDL 10.0 Code FBC2014[TP12007 LUMBER - TOP CHORD 2x4 SP No2 'ExGOW 6-8, 2x6 SP M 26, 1,4,10-13: 2X4 SP No. 1 BOT CHORD 2x4 SP No.1 'Except* 15-17: 2x4 SP No.2 WEBS 2x4 SP No-3 3x4 - 4x6 - 00 19-6-0 22-0-0 28-5-10 39- 0 0 5C5 6- CSL DEFL, in 100) 1/detf Ltd PLATES GRIP TC 0,75 V(,.qT(LL) -0,29 16-18 >999 240 MT20 244/190 BC 0,85 VeW ' TL) -075 12-14 >609 180 WEI O.49 Horz(TL) 0.17 12 n1a, n/a Matrix-SH Wergr)L 191 In FT = 20% BRACING - TOP Cl-40RD SITUOUFal wood sheathin( directly appred or 2-2-0 oc PWIMS, BOT CHORD Rigidceiling directly appited or 4-10 bracing. WEBS 1 Row at mldpt 5-16.9-16 REACTIONS. (lb/size) 2=1490/0-8-0, 12=1490/0 8-0 Max Harz 2=-104(L(; 13) Max Uplift 2=-363(l-G 12), 13) FORCES. (lb) - Max, Comp,/Max. Ten, Ali tones 250 (11)) or less except when Shown TOPCHORD 2-3=.293511795, 3- 5=-2698/1712, 5-6=- 1919/1302, 6 7- 1749/1239, 7-8--1749/1239. 8-9=- 1919/1302, 9-11 =-2696/1712, 11-12---2935/1795 BOOT CHORD 2-16=-1505/2637,16-16=-1125/2166,14-16--1128/2166,12-14= 1515/2637 WEBS 11 14= 3561404, 7-16=-529/899 NOTES- (7) 1) Unbalanced root live loads have, been considered for this. design. 2) Wind: ASGE 7-10; V ult= 14 0111ph (3-second gust) Vasd=108rnphi *TGDL=4,2psf, BGDI-=11,0pst: Cat, If: Exp C, Enll_ C.Gpi- 0,18-, MWFRS (envelope} and C-C` Exlenor(2) zoneIC C for members and forces & MWFAS for reactions shown, Lumber DOL-1. 60 plate 96p DOL=1,60 3) Provide adequate drainage to prevent water ponding. 4) This truces has been designed for a 10,0 pst bollorn chard live load nonconcut rent with any other live loads, 5) ' This truss has been designed for a live load of 20,Opsf on the boltoror chord in all areas where a rectangle 3-45-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10,Opst. 6) Provide mechanical connection (by others} of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=ib) 2=363, 12=383, 7) "This rnanufactured product is designed as an individual budding cornponent, The Suitability and use of this component tot any particular building is the responsibility of the building designer per ANSI TPI I as referenced by the building code.` A)s, WARNING. Verity design parameters and READ MOPES ON THIS AMR INCLUDED M17-EK REFERANCE PAGE U0,7473 rev, 101WI2015SEFOREUSE. D,e*, involldr,,luw IAY ""Iri Mi I,* ? , "'fir i, I -is a brtss system tiol-wm,^ llu,klflduXl d,skriot nliot vo,r(v th-li, JAI, ability ''I on Ivoj K>rly iw,otj K 1, rl,Hit, iowlt, int, , it,, "V,;oIl t1vicill(I hdlcor,$ 1% Il, j4w,,q'l t,u, WInLi "till, i"l-ILI'll h,d Ny t, rk," e, loquit"'d I, >l 'I'Milriyoll, I jl i"'wont ("'W'l a- wilt) 1, >,A 4,e I -(, na A Injuly fot,W otkirl, on'l 1'vljrrc?-1 lirrcu In, i (-ANSI/Tfill Quality Criteria, DSB-8? and SCSI Building Component Safety information lion, limi llkite lnsVrrrlo, %tEi 111, 1-, Awol, VA?23ll, lat MiTek 004 Parke Fat Blvd Tarripi FL 33610 3 Job Twss Tiuss "ype City Ply WP0247 T12924969' W P0247 A07 Hip 1 Job Ritleience (optional) Builders FiistSouice, Tampa, Plant City, Flonda 33566 8 130 s Sep 15 2017 MiTek Industnes, Inc Wed Jan 10 12`07 26 2018 Page t ID:rbOYE3Jol C VI U1 FgSJd63xypdA?-rfi3fXpL_qu4WZXpYggtilC(')WnkrMeZcoSinn4z4hzwrnCT 20 PO em see 3a-a s-ao s r o7 1z so„-s e r> 400-a r e-o n-o-e _ a v -+- " s-r-is a-s-os 7 iz 51-1r a o-f; I-o-o 0-6- 0 Seale = 1 67.9 4x6 3x4 - 3,, 6 3x6 =c 3x6 5.00 12 _ u" 7 8 3xLt .__ 3x4 4x6 2Cs St€ 1 b h- 0 Plate C ffsets 7f Y}-` 2 C .3 0 0.18L_:Q 3 0 t?.:'2r4j jF 0 3O 4] [12 3 3 C -,? LOADING (psf) SPACING- 2-0-0 CSI- DEFL- in (loc) :,`deft Lid PLATES GRIP TOLL. 20. 0 Rate Grip DOL 1,25 TC 0.85 Ven(LL) 0,26 t 6-18 >999 240 MT20 244/190 TCDL 7. 0 Lumber DOL 1, 25 B(,,, 0.85 Verl(Tt_) -0,74 2-18 >626 1801 BOLL 0, 0 Rep Stress trncr YES WB 0,82 Harz(TL) 0_17 12 rya tnla BCDL 10. 0 Code F3C'20i4rTP12007 Malnx-SH Wei hlf 189Ib FT = 20`- LUMBER- BRACING - TOP CHORD 2x4 SP No *Except' TOP CHORD Strucictfal wood sheathing directly applied. 1.4, 10-13: 2x4 SP No,1 BOT CHORD Rigid ceiling directly applied or 4-9-9 oc bzacing. BOT CHORD 2x4 SP No.1 *Except' WEBS 1 Row at midpt 5-16, 9-16 15-17: 2x4 SP No.2 WEBS 2x4 SP No,3 REACTIONS. (Ibisize) 2=1490(0-8-0, 12=1490/0-8-0 Max Horz 2=-116{LC 17) Max Uplift 2=-390(1_C 12), 12=-396(LC 1 3) FORCES, (lb) - Max. Co np_lMax. Ten. - All forces 250 (lb) or less except wheh shown. TOP CHORD 2-3=-292711809, 3-5=-269811733, 5-6=-1894(1302, 6-7-.189211261, 7-8=-1692t1261, 8-9= 189411302, 9-1 im-269811733, 11-12=-292711809 60T' CHORD 2-183-151712628, 16- 18=-1164i2188, 14-1(3--116712188, 12-14=-152712628 WEBS 3-18=- 330J377, 5-18=-2671551, 5-16= 690t546, 9-16-=-6901546, 9-14=- 287i551, 11-14=-3301377, 7-16:-675t1063 NOTES- (7) 1) Unbalanced root live loads Have been considered for this desi< gn- 2) Wind: ASC.E 7-10; Vutt=140mph ( 3-second gust) Vasd=108mph; TCDL=4.21ast, BCDL=3.Opst, h=1511; i, alf it, Exp C.; Ent;L, 3Cpi=0.18, MW FRS (envelope) and C-C Exlenor(2) zonej. -Ct for members and forces & MW E RS for inactions shown, Lumber DO1_-1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent watccr ponding. 4) This truss has been designed for a 10,0 pst bottom chord live lead nonconcurrornt with any other live loads_ 5) ' This truss has been designed for a live toad of 20.0pst 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 = 1O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except ot= lb) 2=396, 12=396, 7) "This manufactured product is designed as an individual building component, The suitability and use of this component for any padicular building is the responsibility of the building designer per ANSI TPl 1 as referenced by the buildinng code," F t -74 3 v t 3 f 5 BEFORE USE K R ERANCE PAGE A4! 7 ra ph7 2(t T ON THIS AMC INCLUDED MtTE E V t ! n ar ntaandREADNOTEStl5WARNINGartydesgPaaorsI", r rI; AIt rto, IV,^`lEh101kh oi,rr, I,*tv 4tus rtaNt11[,I'- i rift+q r t 3r-vI, Rt l t krt, ow ii1t utu, or ii t1, zl tx tk firyt,,x rut i 1 A Iz•,t Ittuwlsy,k*m lt, ,i,"1w,It",I"ill,lin[ i,a%it"ti In:.t,..+.rlfy111,-at:I'll,,itiliN(t, io%)fII111Itnatel,, I, x i t i q x Orly lu. )II, v it,-tty iemiln lui, Ih,,'c1.91 t wi.Sir> 7 {<',itrlt IN<v ln,t In, beat i K 1 plc+. aE l yackirt, r i IF" llvkt t rl it t4 , i .lo i"I , 1 r i nly_ A i All n rl to rrt-y rip .:x,.F t„yin 7nent t r, x.in3 a rtv:x,^lc;u{vt•ikrat,tyUiv <yn Eno t,it•u e,ni:,Jk tpse firth tx,rsil.,t, ivva, n ai ii ,b tiy,rr r.i pr „t ,ity i«nr xi, Gx 1} nc eau ,3trieLx,. E o rl<m 11n4F khea r,rt>ricatk,n, tlos,T 1, is livery, eai<, lR„n ancf 1,(, r Inca c4 Itt m,-v I<I miss sy<kmI, .,,-ANSUTPI t Quality Canaria, DSO-@F and SCSI Sutlding Component Safety information ail, kf 11+z tr<=ni fray. 1-1,it, trstil,il, 21rt N r , " , St.t t Milee 31•, tUexar, Sit z A <2114 141, MiTek' 6s04 Parke+ East Blvd. Tam.Pa, FI- 33610 Job Truss Truss Type Qty Ply WP0247 112924970 WP0247 AOEr Common 13 Job Reference (optional) Builders FiistSouice, Taropa, Plant City, Florida 33%6 8, 60 s Sep 15 2017 MiTek Industries, Inc, Wed Jan 10 12.07:29 2018 Page 1 UjbOYL3,lol CVI U I FqSJd63xypdA'-JTd1 k6McRDCNAhOKNXPGkQ3yGFrd I 4cXOgXc8zwt1)GS 1-0-0 8-0-15 13-4-5 19-61-0 25-7-11 30-11-1 39-0-0 40-0-0 0- 15 1-0-0 56 -- 500 12 Scale = 1 65 7 I- 4,:6 3x4 3x4 - 4xG 6 0 Plate OffS P- -I- LOADING f1psf) SPACING- 20-0 CS1, DEFL. In (Ioc) I/defl Ltd PLATES GRIP TOLL 20,0 Plate Grip DOL 1,25 rc 0.87 Verl(LL) 0,26 10-12 >999 240 MT20 244/190 TCDL 7,0 LUMbOr DOL 1,25 BC 085 Ven(rl-) 0,74 10-12 622 180 BOLL 0,0 Rep Stress lncr YES WB 0,88 HofZ(1 L) 0-17 10 rLia rVa BGDL 10,() Code FBC2014fTP12007 matrx-SH Weight: 190 ib FT = 20% LUMBER- BRACING- TOPCHORD 2x4 SP No-2 *ExGepl' TOP CHORD Sli'Lictural wood sheathing directly applied, 1- 4,6-11 : 2x4 SP No-1 BOT CHORD Rigid Gelling directly applied or 446 oc btacirq BOT CHORD 2x4 SP No.1 *Except* WEBS 1 Row at tordtit 7-14,5-14 13- 15:2x4 SP No.2 WEBS 2x4 SP No-3 REACTIONS. ( Ibisize) 2=1490/0-6-0, 10,--1490/0-8-0 Max Horz 2=-1 19d-G 13) Max Uplift 2=-399(LC 12), 1 0=-399(1-C 13) FORCES. ( lb) - Max, Gornp./Max- Teri. - All forces 250 (lb) or less except when shown TOP CHORD 2-3-2941/1812, 3-5=-2697/1739, 5-6= 1892/1307, 6-7=-1892/1307, 7-9- 2697/1739, 9- 10---2941/1812 BOT CHORD 2-16-1519/2625, 14-16=-1 172/2191, 12-14=-1 175/2191, 10-12=- 1528/2625 WEBS 6-14=-693/1060, 7-14=-699(559, 7-12='-28-'V549, 9-12=-328/372, 5 14=,699/559' 5 115--,-285i549, 3-16=-328/372 NOTES- ( 6) 1) Unbalanced roof live leads have been considered for this design, 2) Wind; ASCE 7-10; Vult=140rnph (3-second gust) Vasd=1 08toph; TCDL.-.,4,2psf; BGDL=3,Dpsl; rl-1 5111 Calll, Exp C,; Encl- GCpt=0. 18, MWFRS (envelope) and G-C Exletion(2) zonel(, C for members and forces & MWFRS lot teaGborisSihoWn, Lumber DOL-1, 60 plate grip DOL=1,60 3) This truss has been designed tot a 10,0 psi bottom, chord live load rronconn,irrent with any other live lotids. 4) 'This tniss has been designed for a live load or 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 bill by 2-0-0 wide will fit between the bottom chord and any other members, with BGDL = 1 Q,Opsl. 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at joint(s) except ({1-1b) 2=399, 10=399, 6) "This manufactured prctduot is designed as an individual building component. The suitability and use, of this component for any particular building is the responsibility of the building designer per ANSI TPI I as referenced by be budding code," WARNING- Veady design parameters and REAR NOTES ON THIS ANO WCLUDED MITEK REFERANCE PAGE M11-7473 rev. IC10312015BEFORE USE volid b,rtpw "' qV Will, lof& ffits'ievot' Is 0,lividu'll t1irss wvie to [ k4f 'w r I',' 11e I 0104KI 'io'*ar"f I I I(I"I -I If,/ It re .,I fAl" It III ry 'f '1''% It, I . if cto- I, I' 'uIr vtwa I IV in, 'q- I, rhthis ii I to tlK• , 'veIaA I V')T" we At Ali t' j it x *11 4111y, 11V ito colk 4 to Witt; I I "i-nat h kpl Y' tI Ii sty dater X'y= Inlic, Ili, at. si x=aye,- Ind t 41"Ilqj or ir, I w,,ANSI/TP0 Quality CrItefla, DSR-89 and BC51 Building component R MiTek' 6904 Parke Etas, 6N'd Tampa ri- 43614 Job Truss Truss Type uty Ply WR0247 T12924971 WP0247 A09 Common 6 1 Job Reference (optional) Builders FrstSouice, Tarep I a, Plant City. Florida 33566 8,130 s Sep'15 2017 Milek Industries, Inc Wed Jan 10 12:07:30 2018 Page I D:nb0YI-3JryICVlUI FqSJd63xypdA?-ngBPyUNECXK[orzxxFwVtld(-,t7ht9s1ZUliii4749azwmcr, I -O-Q 6-9-14 13-00 19-6-0 26-0-0 32-2-2 39.0-0, --- 4000 6-2-2 6-9 14 1 0-0 5,00 12 ti Scale z 1 65 7 2A 3xo 3x4 - 2x,4 3x4 3X6 6-9-14 13 0-0 19-4 0 19-6`0 26-0-0 32-2.2 ------------ 2-2 9-14 LOADING (pst) SPACING- 2-0-0 CS1, DEFL, in (ioc) Ydefl L/d PLATES GRIP TGLL 20,0 Plate, Grip DOL 1.25 T(I 0.51 Veil(; L) 005 10-12 999 240 MT20 2441190 TCDL 7,0 Lumber DO L 1,25 BG 0.41 Verl(TL) 014 10-12 999 180 BCLL O'D Rep Stress Inict YES W B 0.55 Horz(TL) 0.02 10 n/a n/a BCDL 10,0 Code FBC2014,'TP12007 mattor-SH Weight_ 203 to FT - 20% LUMBER- BRACING- TOPCHORD 2X4 SP No.2 TOP CHORD Structural wood sheathing directly appied 1r 5-9-9 orpoilins, BOT CHORD 2x4 SP No,2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc braring. WEBS 2x4 SP No,3 WEBS I Row at rmelpt 6-15, 7-15, 5-15 REACTIONS. All hearings 0-8-0, p) - Max Florz 2--119(LC 17) Max Uplift All uplift 100 In or less at joint(s) except 2--, 116(LC 12), 15= 429(I-C 13), 16-2417)(1-C, 12), 1 0=- 187(i-C 13) Max Grav All reactions 250 Ith or less at joint(s) except 2=413(!-G 23), 15=1476(LG 1). 16=738(LC 23), 1 0=583(1- G 24) FORCES. ( 4)) - Max. Comp,/Max, Ten. - All forces 250 (Ib) or less except when shown, TOP CHORD 2-3=-4021186,3-5=-130/447,5-6z-160/594,6 7=-161/595, 9-10=819/453 BOT CHORD 2-18=-1 10/308, 16-18= 1101308, 15-16= 3531391, 12-14=-301/689, 10-12=-301/689 WEBS 6-15=-7321422, 7-15=-772/587, 7-14=- 153/438,9-14=-613/467,9-12=0/273, 5-15=-2381251, 5-16=-355(174, 3 16--629/477z 3-18=0/274 NOTES- (6) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140rnph (3-second quist) Vasd=-108mph, -TGDL-4,2psi, BCDL=3-Opsf; h=,i 5ft ' Cat, 11 ' Exp G; Encl., GCpi=0,l8, MWFRS (envelope) and G-G Exterior(2) zone.G-C , aid for mernbefs aforces & MWFRS for teaotlons shown; Lumber DOL=L60 plate grip DOL=1,60 3) This truss has been designed for a 10,0 psf bottom chord live food nonGonciment with any other live loads. 4) * This buss 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 tit between the bottom chord and any other members, 5) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 116 to uplift at joint 2, 429 In uplift at joint 15, 240 In uplift at joint 16 and 187 Its uplift at joint 10, 6) "This manufactured product is designed as an individual building component, The suitability and use of this component for any particular building is the responsicility of the building designer per ANSI TPI 1 as referenced by the building code," A k WARMWG- Verify design paramaterlarrdREAD NOTES ON THIS AND INCLUDED MITEKREFERANCEPACEffti-7473rev 1OV012015 BEFORE USE, I ihisdokl; I is(I Illy, I, 't crc n,hvvil,rol lJ4qk>AAlIYo( tvjmly "'N'lom"in liltill,- MiTek is, 4w ly, le"J'Atod to; M, ItAllyond 1- t qov,ml do ,,, Witt, I 'At'le t,ot-norr 114 lt olyl I'i'l "A"',n}rarnt i)m-a>ts lq, f' l q,(, oloi loqol finq the L 11 'WX ill, ll lstorage " , i, llwe ly, of-, r, 4) n", J I w I" Inq 't Haws , irld 1, i,m nYsteor,is, s-ANSI/TPI I Quality Criteria, D$8-89 and SCSI Building Component 004 Parke ca"I Bed safety Information ovoiizlt+o fl-11, buss Plate imtituro, 2W N l-,Mwet rL 33610 Job WPO247 Alp I= GABLE W T12924972 0 Jers FirstSouice, Tampa, Plant City, Florida 33566 8,130 s Sep 15 2017 MiTek Industries, Inc, Wed Jan 10 12:07:32 2018 Page I lD:ib0YL3JoICVl Ji FqSJd63xyp(iA?-1219NAPVk8by196J3gyZM2liWwSikVXK2D02BDTzw1lICP 8-0-15 13-4-5 19-6 0 25-7-11 30.11-1 390-0 40-0-0 I T 5 3-181 8-0-15 1-0-0 500 12 5x6 - Scale = 1 65 7 24 23 22 21 20 1 1 i 8 4ff7 1 tom 15 14 3x4 3X6 3X6 390-0 10-6-8 1-8 02-0 8-9-8 10 6-8 LOADING (pst) SPACING- 2-0-0 CSV DEFL. in (Ioc) l/dell L/d PLATES GRIP TOLL 20.0 Plate Grip ROL 125 TC, 0.65 Ven([J-) 024 10-12 976 240 MT20 244/190 TCDL 7,0 Lumber DOL 25 B G () 90 Verljl-) 0,65 10-12 356 180 BOLL D'O Rep Stress inct YES WB 0,28 Hctrz(-H) 0, C,' 1 10 n/a n/a BGDL 10,0 Code FBG2014/TP12007 Matrix-SH Weight 267 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD Siwc.tural w(x.)(,', sheathing directly applied or 4-9-4 oc pullins, BOT CHORD 2x4 SP No.2 BOT CHORD Rigid coling directly applied or 6-0-0 no bracing, Except. WEBS 2x4 SP N(,),3 10-0-0 oe btacIng. 12-14,10-12. OTHERS 2x4 SP No,3 WEBS I Roar at rnidpt 6-14, 7-14, 5-14 REACTIONS. All hearings 19-4-8 except (jWl-,,ngth) 10=0 8-0. 1b) Max Herz 2=-1 19(LC 13) Max Uplift All uplift 100 Its or less at joint(s) 2, 23, 24 except 14,,z,-41 1 (LG 13), 20- 278(LC 12), 15=-1 11 (LG 16), 13) Max Grav All reactions 250 In or less at joint(s) 2,16,17,19, 21, 22, 23, 24 except 14=1 517(LG 1), 14=1 517(LG 1), 20--462(LC 23), 1 0=596(L-C 24) FORCES. (lb) - Max. Cornp./Max, Ten, - All forces 250 (lb) or less except when shown. TOO' CHORD 3-5-52J269,5-6=-1221528, 6-7=-122/529,7-9=-470/363,9-10=-7251442 BOT CHORD 119-20=-238/308,17,19=-2361308, 16-17=-2381308, 15-16=-238/308, 1415-238/308, 10-12-273/597 WEBS 6-14=-679/ 389, 7-14=-728/576, 7-12= 3131589, 9,12=-369/402, 5-14=-308/323, 5-20=-1851252, 3- 20=-360/412 NOTES- (9) 1) Unbalanced fact live loads have been considered for this design, 2) Wind: ASGE 7- 10; VUlt=140mph (3-second gust) Vasd-106rnph;TCDl-=4.2psI; B(,DL=3,0psf1 h-15111 Cat- 11, Exp G, Encl_ G(1pi,---0.18; MWFRS (envelope) and G-C Extenra(2) zone,C--G for members and forces & MWFRS for reactions shown, Lumber DOI- 1,60 plate grip DOL= 1 .60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the lace), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/7 PI 1, 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed tot a 10,0 psf bottom chord live cad nonconct-suent with any other live loads. 7) * This truss has been designed for a live load of 20 Op*,,,t on the bottom chord in all areas where I rectangle 3-6-0 till by 2-0-0 wide will fit between the bottom chord and any other inernbers, with BODL = 10,Opsf. R) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 23, 24 except tab) 14=411, 20= 278, 15=111, 10=1 91, 9) "Ths, manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is this responsibility of the building designer per ANSITPI 1 as referenced by the building cede," WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED A#ffEKREFERANCEPAGE AfH-7473rev 1"j;WIS BEFORE USE I i,esiqnvoh, I f" I ,vQh I I Mxi-ily,q -I A", Ind K lol, it, iir,jrvF i. iot I nii huts fltx,7 ka;,i} li i. EdEk'8lC}fntfl<:ezfxa lrsk fxevFx it kxtc ktp I F(tt rtlhlirir>tsi Maas u<a,<antffxctN E fin<arrrf tars only. A•t. iit6-tr tf ieanl(xs xy cnl,f[a*uuurn nt t>-.a 9tt7f MiTek' Kor,WlyswqutlWj r<M sl' ItAillyond 1Witt, [-Sot,,towner injuiy,lud fol'i, 'Ition, 0,r,hi(% or,"" fk'wrnd fwenInca or lilm-, ond;"ia,V%totm, s,t,,,ANSf/TPII Quality Crl DSO-8? and SCSI 40ding Component 6904 Pirko Ekast Blvd Safety Information ov<Aol,k, tvni Inm j,kjt(, jnxtjtijje, 2 Ili 1,1 1 <xa Mi-A, 140, 3 1 1, A,:xoiyiii- J, VA ?231 4, Timpli, FL 33610 Job Truss Tmss Type WP0247 B01 uommon Supported Gable Build6is FilstSmace, Tampa, Plant City, Ronda 33566 10-0-0 1 -0- 10 00 l6 City Ply WP0247 T12924973 Job Reference (optioned) 6.130 s Sep 'l 5 2017 MiTek Industries. Inc Wed Jan 10 12J07.33 2016 Page I ID:ibOYL3,10 I CV 1 U I F qS,Jd63xypdA?-CFsYaW P7USjpfIhWcNUCvGE pnsFME I t(--,S2okivzwrnCQ 200-0 21-0-0 10-0-0 1-0-0 Scale 1 35 3 4x6 - Ix 13 12 3x441817161514 1 X6 a e, --Pii Offsets -- L _ ------ LOADING (psl) SPACING- 200 CSL DEFL. in 10(;) I/den Lid PLATES GRIP TCLL 20O Plate Grip DOL 1,25 TG 0,13 verl([-L) 0,00 11 IVr 120 MI 20, 244,1190 T(,', DL TO Lumber DOL 1,25 RC U1 Vert(IL) 0,01 11 P.Ir 120 BGLL 0,0 Rep Stress InGr YES w 3 0, 06 Horz(TI-) 0,00 10 iva rVa BCDL 10,0 (-',ode FBG,2014/TPl2007 mairox-SH wwght: 92 b FT = 20a LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied or 6-0 0 oo pudwis. BOT CHORD 2x4 SIP No,2 BOT CHORD Rqid re€ling directly applied or 10 0 0 oc bracing. OTHERS 2x4 SP No 3 REACTIONS. Ail bearings 20-0 0, lb) - Max Hotz 2=-64(LC 13) Max Uplift All uplift 1 00;b or less at joint(,,,) 2, 16, 17, 14, 13, 10 except I 8=-1 16(LC 12)3 12=- 1 16(LC 13) Max Grav All reactions 250 In or less at joint(s) 2, 15,16, 17, 14, 13, 10 except 18=286(,[-C 23), 12=286(LC: 24 ) FORCES. ( lb) - Max. Gorop,/Max. T(,,,r). - All forces 250 (lb) or less except when shown, NOTES- ( 10) I ) Unbalanced toot five loads have been considered for this design. 2) Wind: ASGF 7-10; Vull-,140roph (3-second gust) Vasd=108rnphi 7CDL=4-2psI: BCDL=3,Opst; h lbftl Cat, 11, Exp G; Eric(,, GGpL= 0,18; MWFRS (envelope} and G-C Extetrot(2) zone,G-G for members and forces & MWFRS lei reactions shown; Lumber DOL= 1,60 plate grip DOL-1,60 3) Truss designed for wind loads in the plane of the truss only, For studs exposed to wind (notmal to the race), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 N11-20 unless otherwise indicated, 5) Gable requites continUOUs bottom chord beating. 6) Gable studs spaced at 2-0-0 oG, 1) This truss has been designed for a 10,0 PSI boron) chord Live load nonconcutrent with any other live loads. 8) * Thts truss has been designed for a live load of 20.Opsf on the bottom Gtvird 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. 9) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 16, 17, 14, 13 10 except (jt=ib) 18Y 116, 12=1 16. 10) " This manufactured product is designed as in individual budding component. Tyre suitability and use of this component for any particular building is the responsibility of the building designer per ANSI T PI 1 as referenced encedby the building code." Aj WARNING, Verity design paremotersand READ NOTES ON THIS AND INCLUDED UITEK REFERANCE PAGE M11-7473,ev 1010312015 BEFORE USE. Deq( tt,'V, 11111 loj,j- "Fily ilth Milek" This J, <tarYi 1, t'ls, 1 u4,;V q "1, 1, 4, gw+', 4t, ,vt n,i tI, r w, inilviIt,, A t 'Aidin'l c frtf ry'l rldcrt<x,t6 tk, [ q<w, J%il txt-kill q . 4 rj- livi, itj')i i"r," ,4 K alwarl w,101-i tot "r ItAlly, lwl I" pwvent c<4ioj a,e "'Ith I I--, , A snit ily . nv I pl, q'Ity , PAIP rr", I or {irsi- 1, Aw" raga din') tho Iol,lk ofloo. %h,roq, a, d,ftf,ty, n,it ,n umd lwi0n<j-f hum'-, <11'd Iitnoq'st,mo, ,-ANSI/TPh Quollty Criteria, DSS-89 and SCSI Building Component Safety Intormotion av AA 4, ft, , m lfrs H011, 40ilt 11e, l, 18 N Idt MiTek 6904 Parke EW Brid Tan - pi FL 33610 Job Truss Truss Type Qty Ply WP0247 T12924974 W P024 7 B02 Common 2 1 Job Reletence (optional) Builders RfStSOWGe, FarnPa, Plant City, Florida 33566 8,130 ; Sep 15 2017 MiTek Industries, Inc, Wed Jan 10 12:07:34 2018 Page 1 ID:tb()YL3JoICVlUlFqSJd63xypdA?qRQwnsQI Fit IFISGiAS'? FiRTMw5G0nIzSyUhIXI r-zwn)CN 5 -5-0 10-0-0 14-7-0 20-0-0 21-0-0 5 5-0 4-7-0 4,7,0 5 5-0 1-0-0 I LOADING (pst) SPACING- 2-0-0 TGLL 20,0 Plate Grip DOL 1,25 TCDL TO Lumber DOL 1 25 13CLIL 0-0 Rep Stress Incr YES BCDL 100 Code FBC20141TPI2007 LUMBER - TOP CHORD 2x4 SP Nci.2 BOT CHORD 2x4 SP No,2 WEBS 2x4 SP No,3 REACTIONS. ( lb/size) 2=787/0-8-0,6=767/0-8-0 Max Harz 2=-64([-C 13) Max Uplift 2=-216([-G 12), 6z--216(LG 13) CSL TG 0AI E, kC 0,93 WB 0,20 Malox- SH FORCES, ( lb) - Max, Gornip /Max, Ten. All forces 250 (lb) at less except when shown. TOP C+10RD 2-3=- 13171849, 3-4=-997/621, 4 5=-99-1/621, 5-6=- 1317/849 BOTCHORD 2-8-672/1172, 6-8=-681/1172 WEBS 4-8=-247/533, 5-8=-354/366, 3-8=-354/366 scale = 1,3S, J 4x6 -- 58 DEFL. in to(,) Ilde(f L/d PLATES GRIP Ved( I-L) -0,16 6-8 >999 240 MT20 244/190 Verl( TL) 0,43 6 8 >534 180 Horz( TL) 0,05 6 Iva r-da Werghl: R6 lb FT = 20 1% BRACING - TOP CHORD Sturtulat wood sheathing directly applied or 4-8-11 cc pudins. BOTCH014D Rigid ceiling directly applied or 2-2-0 oc, bracing. NOTES- ( 6) 1) Unbalanced tool live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140rnph (3-second gust) Vasd=108mph, T(,DL=4.2psf; BGDL=3,0pst; h=15tt: Gal, If: Exp G-1 Encl., GCpi= 0.18; MWFRS (envelope) and G-C Extelror(2) zoneIG-0 for members and forces & MWIFRS for reactions shown, Lumber DDL= 1.60 plate grip DOL=1,60 3) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other Irv(,' loads, 4) ' This truss has been designed for a live load of 20,0pst on the bollorn chord in all areas where a rectangle 3,6-0 to by 2-0-0 wide will lit between the bollom chord and any other members. 51, Provide mechanical connection (by others) of truss to boating pale capable of withstanding 100 lb uplitt it joint(s) except (jt=lb) 2= 216, 6=216. 6) " This manufaclured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI I as referenced by the, building cods,,, A WAR14WO - Vinify doWIta parantaters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-747.7 rev. 10/0"015 BEFORE USE. I r,,attr I ", Ad fo4 ,w "i Ity "Oh 1-1%, ihis, jo"A,)n I, t I (I lry ,,tj, n I K)rttw A,ts''Sfiowo. milt, t , g I in, AA, II V11 t - s1r, lin(j eonit "I I " 4 I tlMsBA+11tW, lol> IA91,14" mml —rify fl, I I 41. 'It 411y 4 s,ion I, wv,-lol, "d o;,j°try Nor I an, It it, I, At,c 1 at hwmn . it ieI faa systems. '(IANSUTPI I Quality Criteria, DSB-89 and SCSI Building Component Safely Intrormotion , ja IRA A, irpnk lit i1s M flt, A'tiltt4e. ? t A N 1-e(mot, , 317 N,,Xan Ili.`IA 2"1314 W91, MiTek' 6904 Pwke East GId Tanya -Fr 33610 Job Tugsigs Tiuss type WP0247 CJ 1 Jack -,')Pen Buildeis FirstSource, Tampa, Plant City, Florida 33560 oty Ply WP0247 T1292497S 4 1 Job Reference (optional) 8, 130 s Sep 15 2017 M(Tek Industries. Inc, Wed Jan 10 12 OT35 2018 Page I ID:tbOYL3jol(,VIUIFqSJd63xyp(iA'1-8(I I?C',RN03zWucrukoWg hJA gyNiyN(J1vMHiqazwmCM 2X4 -- 1-0- Scale = 1 6 5 LOADING (psn SPACING- 2-0-0 Cst. TEFL. to (10c) Vdefl Ud PLATES GRIP TGLL 20,0 Plate, Grip DOL 1,25 T U 0.09 vezl(l-L) 0,00 2 >999 240 MT20, 244M 90 TCDL 70 Lumber DOL 1 25 PC 0,01 Veg-T L) 000 2 999 180 BCLL- 00 Rep Stress Incl YFS WB 0,00 Horz(T[-) -0,00 3 n/a n/a B(-'Di- 10,0 Code FBC',2014tTP-r2007 matnx P Weight 5 In, FT = 20% LUMBER- BRACING - FOP CHORD 2x4 SP No,2 T 0 P Ca1ORD Structural wood Sheathing directly applied or 1-0-0 oc purlfrls. ROT, CHORD 2x4 SP No 2 ROT CHORD Rigid ceiling directly applied or 10-0-0 (,)G bracing. REACTIONS. g1b/stze) 3=-8/Mechantcai, 2=125/0-8-0,4=9/fvechanical Max Horz 2=30(LG , 8) Max Uplift 3=-8([-G 1), 2=-69(LC 8) Max Gtav 3-15([-C 6), 2=125(LC 1), 4=18(t-C 3) FORCES, (h) - Max. Comp./Max, Ten - All forces, 250 (lb) or loss except when shown, NOTES- (6) 1) Wind: ASCE 7-10; Vult,140mph (3-second gust} Vasd=109nnph; TCDL..,4.2pst; B(,DL=3,0psf1 tl=151ft; Cat, (I, Lxp G, Encl- GGpi=0.18: MWFRS (envelope) and C-C Exlonor(2) zone;G-G for members and fctoes & MWFRS for reactions shown; Lumber DOL1.60 plate grip DOI-1 .60 2) This truss has been designed for a 10.0 pst bottom chord live load nonG0nGLll` rent with any other live loads. 3) ' This truss ties been designed for a live load of 20,0pst on the bottom chord in all areas where it rectangle 3-6-0 tall by 2-0-0 wide 11 fit between the bottom chord and any other inernbers. 4) Refer to girdef(s) for truss to truss connections. 5) Provide MeChaf*al connection (by others) Or truss to bearing P1,11e capable of withstanding 100 Q) Uplift at joint(s) 3, 2, 6) " This manufactured product is designed as an individual building Gornponent. The swlab(lily and use, of this component for any parlicutat building is the tesponsibiiily or One building designer per ANSI FPI 1 as referenced by the building code-" WARNINO- Verify dmgrrparamvfers and READ NOTES ON THISANO INCLUDED MITEKREFERANCEPAOIF&M-7473 rev. 1010"015 BEFORE USE, ll,;% Ppnvoli, I t.&Mq, ,I Nil' MiTek lS, 1lWoYS!-jut1o,i I'); Aot,ilioolrd k,pwv'W litir Witt, l—%A+ 1, it 'it". Itt, (" 'I"s, ire, < fell"r1 Y, , j", lux, at x I I'inc i; rr) ,I lajW, .s 1, 1, 1 liro'ssystczns, v,, ANS11TIN I Qualify Criteria, DS8,89 and BCSI Building Component i 6904 Parke East Blvd. Safety Informollon ov-1,irkrl 4e F-to lim111, ir" JIMWA,e "'W N, t-) Tckrnpa Ft- 33610 AM WP0247 CJ3 Builders FustSoLuce, Tamps, I toss ype Jack-Opon ant City, Florida 33666 100 2x4 = LOADING (pf) SPACING- 2-0-0 CSL TCLL 20,0 Plate Grip DOL 1 25 T C 0,13 TCDL 7,0 Lurnbet- DOL 1.25 B C, 0,08 BGLL 0,0 Rep Stress Incir YES WB 0,00 BCDL 10,0 Code FRC2014/1 PI2007 Matfrx-P LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 20 SP No 2 REACTIONS. (Ilo/size) 3= 52/Mechani Gal, 2 = 1 8710-8-0, 4=26/Mect iani (,.at Max Horz 2=59(t-C 12) Max Uplift 3-42(LG 12), 2=-72([-G 8) Max Graff 3-52([-C 1), 2=187(LC 1), 4=52(110 3) FORCES. (fb) - Max. Comp,/Max, Ten, - All forces 250 (ib) or less except when snown, Qty Ply WP0247 T12924976 4 1 Job Reference (optional) 8,130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 10 12:07:35 201F3 Page I ID:rbOYI.,3J(,lCVlUlFqS,Jd63xypdA?-8d l?CRN03zWuctukoWq hJAKqxK,yN(JvMHrqoiwt-nCM 30-0 Scale = I :10 8 DEFL, In (io(;) I/dOl Lief PLATES GRIP Vetl(LL) -0,00 2-4 ,9q9 240 MT20 2441190 Ved(TL) -0,01 2-4 >999 180 Horz(I-L) -0,00 3 Iva n/a Weighli I I lb FT = 20% BRACING - TOP CHORD Stfuotural wood sheapangdirectly applied or 3-0-0 oc purlins, BOT CHORD Rigid coiling directly applied or 10.0-0 cx,-, bracing. NOTES- ( 6) 1) Wind: ASCF 7- 10; Vult=140riph (3-second gust) Vasd=108mph, TCDL-4.2pst; BCDL=3,Opsf; h-15111 (..,at, ll= Exp C; End- Gl- pi-0.18; MWFRS (envelope) and C.-C Exterior(2) zone,G-C tot roembers, and forces & MWFRS for reactions shown. Lumber DOL- 1,60 plate grip DOL=1.60 2) This truss has been designed for a I O.O psf bottom chord live load rionconcurrent 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 fall by 2-0-0 wide will fit between the bottom chord and any other rntooibers. 4) Refer to quder(s) tot truss to truss connections. 5) Provide mechanical COIIMeGton (by others) or Puss to bearing plate capable of withstanding 100 It) Uplift at Joint($) 3, 2, 6) " This nrrant.ifaCtured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPi I as referenced by IN, building code-" WARNWG, Vattlydesign parameters and READ NOTES ON THIS AND fiNCLUDEDM[TEKRIFFERANCE PAGE Mll-7473 rev. faV3/2015 BEFORE USE. D- A jfl 91, If"( m—,Ny Witt, :glq"Vvk*j A ttA,rn.le Y4 pal' At ss It I I, I I, lst" it lit it b ,I kf is I, f'i)vel It il, kilt *iS1 j , 'iI;,,, IVI, It 1 it tFke of " lj,l -I Y, 'I, I i , v w( nly A, I, VA, 'I ,1 lon, I w If V s skin It l I I it v o It 'f' V It q MiTek r,,Awo,' w, I, fit, l'i T-,1 SkItAily-In, I I' -41,4 se "ith j,ssil,lo jx tsollol Alit a y In, j T'q,( I y 4, it, 1"i jt,mlwof q4j Av lit I'l tt- I,,, "I' Arv"sy, eroe'ticll and fwlcin4l ct hu sty,, au i Wm sY,(elirs.s,-ANSI/TP[l Quolity Criteria, DS8.89 and SCSI Building Component 6904 Parke East Brad W, ),',/A 14 ianpa Job Truss TI US's Type oty Ply WP0247 T12924977 WP0247 CJS Jack -Open 4 1 Job Hefei once (optional) Builders FiistSouice, Tampa, Plant City, Florida 33566 8,130 s Set) 15 2017 MiTek Industries, Inc. Wed Jan 10 12:07:36 2018 Page I iD:ib0YL3J,)1 GV1 U1 FqSJ(i63xypdA?-cqYgCYS?riN5NWr-nQ4lWlVWLISCv4EgPPde8OQOMEzwriiCL 1 0-0 5-0 1-0-0 50-0 x4 LOADING (pst) SPACING- 2-0.0 CS1, TOLL 20,0 Plate Grip DOL 1,25 TG Q 39 TGDL 7,0 LUMber DOL 125 BG 0 kc, BGLL 0,0 Rep Stress Incr YES W6 0,00 BGDL 10.0 Code FK2014/TPl2007 MaIrrx-p LUMBER - TOP GHORD 2X4 SP No 2 BOT CHORD 2X4 SP No,2 REACTIONS. (lb/size) 3=114/MectiariiGal,2=253/0-8-0,4=,46/Mechar);caI Max Horz 2=91 (LC 12) Max Uplift 3=-81 (LG, 12), 2=-75(t-C 8) Max Grav 3=1 14f1-G 1), 2=253(LC 1), 4=92(LC 3) FORCES- (b) - Max, Corri Ten. - All fences 250 gla) or less except when shown. Scale = 1 14 9 1111111111111511 DEFL. in (Ioc) I/cletl Ltd PLATES GRIP Verl(ILL) 0,03 2-4 .999 240 IcIT20 244/190 Veo(TL) -0 07 2-4 820 180 Hc,rz(TL) -0 00 3 rVa n/a Weight: 17 Ib FT -z 20'% BRACING - TOP GHORD Structural wood sheathing directly Ippitt'd or 5-0-0 0C PUIIMS. BUT CHORD Vilgrd Ceiling directly aPplfed Of 10-0-0 (IG bracing. NOTES- (6) 1) Wind: ASCE 7-10, Vult=140tnph (3-second gust) Vasd,-- I08"rph1'TGDL=4,2psI; BCDL=3-0psf: h151t, Cat. ll; Exp C; Encl_ GGpi=-0,18; MWFRS (envolope),and G-C Exterior(2) zone:C-G, for members and forces & MWFRS for ieactrons shown, Lumber DOL=1,60 plate grip DOL-1,60 2) This truss has been designed for a 10,0 inst battom chard live load nonconCLInent 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 tit between the bottom chord and any other members 4) Refer to girders) for truss to truss COI-IneGltOoS, 5) Provide mechanical connection (by others) of mass to hearing plate capable of withstanding 100 In unItIt at joint(s) 3, 2, 6) 'This manufactured product is designed as an Individual bolding component The soitability and use of this component fcr any PaorCUII'll building is the responsibility of the building designer per ANSI TPI 1 as Tefenanued by the butiding code,.` WARNING - Verity deign pasawters and READ NOTES ON TWS AND INCLUDED A111TEK REFERANOF PAGE UN-7473 rev. la,0320IS BEFORE USE D,"wjwq lid k'r l AV vAll, rvil'*,', . —nfi,h rls, lhl, i!, I, n,,, I -rdy I; -ll 1,# III '\o I, if $ I,, I, 'I 1 lwiM- Itr At t 'kill, lit , 0, t It, 1, "101ool W+,to uw, rfr't kof. litc), r',*11 I,l mutt —IIN It" 4 19.'()t AMY It l"A I Ot,,, I I Into jji,>Idt NOW Ifw,lys i(, rial'II I rof 4A41ily, iri 11r wvrrt , -11,4)w with [ —SAt 4" 1 t; int, Ay oticI r,l y x,Ity 4 llli III", I "I a),v(wl it , IIII-J, 41s " 'oq, lviltyl It I,, fat olkn I, ,tof,x w, $orv, I Y, ow, ti-t I'll rd I vicill it) of htrsses "It" I tins,Iystems. s(oANSi/TPI I Qvoirty Criteria, DSB.89 and RCSI Building Component 6904 Parke East BKd Solely Information lv,o, hussl'kllx 11100011x 21l' N 1-r Mw0,,irIt,3 1a, Nit ,Ivlii, 1 V/\ 223t.1. Tanya.. FL 33610 Job Truss Truss Type Cry Ply WP0247 112924978 WP0247 EJ7 Jack -open 14 i Jah Reference (optional) Builders FiFstSouioe, Tampa, Plant City, Florida 33560 8.130 s Sep 15 2017 MiTok industries, Inc, Wed Jan 10 12:07:36 2018 Page I ID:ib0YI-3Jo1 CVI U1 FqSJd63xypciA'?-cclYgGYS'?nN5NWmQ4lW I vVVus(q4BERPd0o00MEzwmCL 1 00 7-00 LOADING (psi) TCLL 20,0 TCDL 7,0 BOLL 0.0 BGDL 10.0 LUMBER - TOP CHORD 2x4 So N(>2 BOT CHORD 2x4 SP No,2 SPACING- 2-0-0 Plate Grip DOL 1,25 Lumber DOL 1,25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0,66 BC1 0,48 VVB 0,00 REACTIONS, (Iblsize) 3=,159/Mechir))cal,2,-324/0-8-0,4-78/Mectiii)loaI Max Holz 2, 1 22(L-C 12) Max Uplift 3--102(L,G 12), 2=-85([,C 12) Max Grav 3=159(LG 1), 2=324(!-G 1), 4=121(1-C 3) FORCES, (lb) - Max. Comp./Max. Ten, - All forces 250 (to) or less except when shown. DEFL, in (10c) Udell (-/(I PLATES GRIP Vefpt-L) 0,10 2-4 772 240 M720 244/190 Vert(T L) -0,24 2-4 >337 180 Hoiz(l L) -0-00 a Iva 11/a Weight: 23 lb FT = 20,,. BRACING - TOP CHORD Siructural wood sheathing directly applied or (3-0-0 oG prrrljns. BOOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (16) 1) Wind: ASCE 7-10; Vult-140niph (3-second (lust) Vasda08mph, TCDL=4,2psJ1 BGDLm3.0psf; h=1 51f; Gat. If, Exp C, End_ GCpi=0.181 MWFRS (envelope) and C-C Exlertor(2) zone;C-C for members and forces & MWFRS let reactions shown; Lumber DOL=1,60 plate grip DOL=1.60 2) 'This litiss has been designed for a 10,0 pst bottom chord live load nonConcUrtent Witt) 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) Peter to girder(s) for rusts to truss Gonnectons, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (it=tb) 3=10P, 6) "This rnanufactuted product is designed as an IndIVIdUal building component. The suitability and use of this Gomponent lot any particular Wilding is the responsibility of the boildtng designer per ANSI FP I I as referenced by the building code." WARNING- Vediry destgn parameters and READ NOTES ON MIS AND INCi UVEDMITEKREFFRANCE PAGE AMU" rev 1010WOI6UEFORE USE nwO,m Pit,, J-,Ojnis I in' jci"t rit, ovi(Ad, I'll o1 it n txi, n—t o tr-, the Iml,tv,11ly It era gJtt ihititu of rom,jn I r 'I' zq-+ it, lhi"i"wit, Ott" tho"Voi,)II I' lAl, lino tti'jtc, 9h, I fo k, 1,(ovent tti, kill to A iluljvldkittrumxr.t o td/ot , t I< c I marnkkaa 'Illy & I, fill, anol I"mi, + Ity NI I t Al I i iilent I kolwuys trx dit#rou I for N1, it ARV o; I, i lo I'wv'll it • ",li'll ,,, Witt) t,lwso 4" I'oi,, At, A Intl A y .o, I i'l-I -ty, I' A' vl( :0 w j,xdhq It le rol,fie liflot I, ,I, norro, q,liv,^;Y, of( -""To I< Irt, I hI, x it 0 1 of titms,>", o ld It km,y"1(,fm, so,ANSI/Tlill Quality Critorlo, DSB,89 and BCSt Building Component Safety Information ( ram im" KIO If '/I It III, Sull,T :`;I9, N,,xotlrlilo, VA ?'13)4 MR' Wek' 6904 fll, krl East Bold Tampa Fl- 33610 Job T I LISS TH-Iss Type WP0247 HJ7 Diagonal Hip Girder Builders FirstSource, Tampa, Plant (.'try, Florida 33E,66 50 529 I LOADING (psf) TGLL 20,0 TCDL TO 6CLL 0,0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No,2 WEBS 2x4 SP No-3 2x4- 2X4 SPACING- 2-0-0 Plate Grip DOL 25 Lumhe7 DOL Rep Stress Incr NO Code FBC2014/TP12007 Qty Ply WP0247 T12924979 2 1 Jot) Reference (optional) 8.130 s Sep V5 2017 MIT,,k Industries, Inc, Wed Jan 10 12:07:37 2018 Page 1 ID I b0YL3JoI CV I U I PqSJd63),.yf)ciA'?-4062OtSdYgDEOw?Ht DY8360RXI UTAoInNqmyuqzwrn(,K 10- Scale = 1 :21 2 csll. DEFL. III doclt Ydeft Ud PLATES GRIP T (11 040 V et I (L L ) -005 6-7 >999 240 MT20 2441190 BG 0,61 VGL1(T4) -0 13 6-7 >841 1 IR0 VVB 0,29 HoTz(Tl.-) 001 5 n/a n/a Matrix-SI-1 Weight: 40 in FT = 20% BRACING - TOP CHORD Structural wood Sheathing direotlyappred or 6-0-0 oc purims BOT CHORD Rigid ceihng directly applied or 10-0 0 or. bracing, REACTIONS. (In/size) 4= 12 7/Mechai it cal, 2=445/0 TO- 15, 5=288/Mechanl Cal Max Holz 2-131 (LC 4) Max Uplift 4.-87(1-(J 4),2=-145(-C 4),5= 81(1-C 8) FORCES, (lb) - Max. Camp,/Max, Ten, - All forces 250 (It)) or less except when shown. TOP CHORD 2-3=-76912 16 BOT CHORD 2-7=-276f707, 6-7=2761707 WEBS 3-7=0/308, 3-6=-761/297 NOTES- (8) 1) Wind: ASCE 7-10 Vurb=140mph (3-second gust) Vasd=108mphl TGDL=4.2pst: BGDL=3,0p-lt 11=15n: Car. 11: Exp G: Encl., GGPI=0,18, MWFRS (envelope);Lumber DOL-1,60 plate grip DOL=1-60 2) This truss has been designed to, a 10.0 pst bottom chord live load nonconcurrent with any other live loads, 3) ' This truss has been designed tot a live load of 20.0pst on the looltom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members, 4) Refet to gitdiat(s) tot truss to truss connections. 5) provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It) uphtt at joints) 4, 5 except 0tzJr)) 2= 145. 6) Hanger(s) or other connection device(,,) shall be provided sufficient to support concentrated load(s) 68 Ira down and 85 lb Lip at 1 4-15, 68 lb down and 85 Ib Lip at 1-4-15, 25 In down and 38 b tip at 4-2-15, 25 p down and 38 lb up at 4 2-15, and 50 lb down and 87 lb tip at 7-0-14, and 50 lb down and 87 lb tip at 7,0-14 on top chord, and I lb down at 1-4-15, 1 1b down at 1-4-15, 18 b down Err 4-2-15, 18 lb down at 4-2-15, and 38 lb down at 7-0-14, and 38 lb dovitn at 7-0-14 on pottorn chord. The designisefection of such connection device(s) is the responsibility of others, 7) In the LOAD CASE(S) Section, loads applied to the face of the lRiss are baled as front (F) oi back (B), 8) "This manufactured product is designed as an individual building Iotnponent. The suitability and use of this component for any particular building is the responsibility of the budding designer pet ANSi TPi I as referenced by the building code-" LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber nctoase=1.25, Plate lnctrtase=1.25 Uniform Loads (pit) Vert: 1-4-54, 2-5,-,,-20 Concentrated Loads (lb) Vert: 8--44(F=22, B=22) 1 0--75(1`=-38, 8=-38) 13--36(1`:=- 181 B=- 18) alilk WARNING - lArnnydesign patametats and READ NOTES ON Pots AND INCLUDED MITEKRIEFFRANCE PAGE Mil T;173rev. lOrYt."015REFORE USE, dt k,j l-," In I I, II,F'Inil I, onj,n,,W, n-t wI, 11"I t'lltding, omst ".<'lity 11 — if JAI, 11 00Y ''( i—KIII r oom"I";, , 4E, I I Iotnly aw (It-lole tlws d—tq; "+ It xI , ,VI,I, III I rY Rdinqdo'llin rlioefL,g In,*, ilo, I is I(, pwv,ti it I 4,01%,idwit Il v,Voi 'JI, lfdmoi 0 c (, -I AY, A, L: Ar, ,I Iol lol ,1 11 Y isr0 1 :Lnlot ,!III I + i, JI ig MiTek' ow"ti"II and t',1'riLl -I oIIsANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component i 6904 Flatke East Blvd Safety Information, IvItI[ A 41x t-lt- lnstitut,=, :' 18 N, I-, Sli-A, cal,, 3 riI, VA 4 Ta,yp. PL n610 Symbols PLATE LOCATION AND ORIENTATION 3/; --enter plate on joint unless x, y offsets are indicated Dimensions are i- it -in -sixteenths, Apply plates to both sides of truss and fully er-nbed ieeth For 4 x 2orientotion, locate plates 0- " from outside edge of truss. This symbol indicates the reqquired direction, of slots in Corrector Dicties Plate location details available in MiTek 20/20 software or upon request. MTSW The first dimension is the pate 4 x 4 width meal gyred perpendicular 1 0 S! 0, +s, Second dinension is the lengtfperailel io slots. LATERAL BRACING LOCATION Inoicaied by symbol shown and/or by text in the bracing section of the output. Uilse T or I bracing if indicated, BEARING indicates location., where bearings supports) occur icons vary but reaction, section indicates join" number where bearings occur, r7;:z Min size shown is for crushing only. r75;-11 Industry Standards- ANSI/TPI 1 Ncificnal Design Specification for Metal Plate Connected Wood Truss Cons" ruction, DSB-89: Design Standard for Bracing BCSI: Building Component SafetyTinformclfion, Guide to Good Practice for Handling, installing & Bracing of Metal Plate Connected Wood Trusses, 6-4-8 Drawings not to scale) 2 T C) P C H C) R D S JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT, CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS CC -ES Reports R ESR-1 , 311, ESR-1 352, ESR11 P88 R-3 1 Z, E 907, ESIR-2362, PSR-13r;T ES2-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6,3 These truss designs rely on lumber values established by others. C,-) 20112 MiTe k(D All Rights s Reserved MiTek Engineering Reference Sheet: M11-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1 AcIditional Stat' ility bracing for truss system, e 0 a,cigoncil or X-lDradrg, is always recjui!ed, se;-- BCS1 2, Truss iOrocnig must reCeStg rer oyon engineer For aside ITuss Spacing, froiVk:fU--i 1--fe-rai Lra--es fnerriselves May require bracing, or altematirve Tor i bracing Never exceed the design loading shown and never stock MCfer,cils or, incide-quatel,/ braced fiusses 4 PrViae COpieS of this ITUSS(JeSiC C, TO7he -I r"q A, I designer, erection, superviS,,-,,r, property owner ar"a ali otl)er interested! partres 5. Cufyie(nbers to bear tighfftyagainst each other 6 Place plates on each face of fvuss at each rointand embed fully. Knots and wane of joint acicctlons are reguicited by ANSI/TPI I 7 Design cissurnes fruses %s ![ be suitably pgcIecteo, from th e enviicnrnent inoc.cord with ANSi/T Unkessofnerwise noted, i-noisfure content of lumber shall riot exceed 19% at time of fabrication. 9 Unless expressly noted, f1h(sdesign is not croplicable, for use with fife retardant r:i(eserctive `rested, Of green iufnber, 10 r'crrioer is a ccn-ideeratron and is the esporTsibilify of truss folTricator. Geneerar p,00lce is fo O-- rnbr--f foldecoi Icad aefte,-,tior), 11, Plate type, size, orientation and iocaTicn dimensions indicated are MinfrriurYi 1pistlng regale eats. 12. LumtDer used shall Ueof the species and sue, and in ( vi respects, equal foor Letter Than MOT spo' c ing iodlcalrej on'destqf" 14, Bottorn chords reqruire lateral brocir,,, g of 10 ft, spacir-ig, or less, if no ceiling is installed. -inlessofhe,,,0se noted, 15. Connections not Shown, --re the reSponsiiDilify of others, 161 opprovol of or) angneer. 17 install and load vertically un ess indicated Otherwise, 18, Use of green or treated lumber may pose unacceptable environmental, health Or performance risks Consurf with project tsngineer before use. 19, Review aH portions of fnis design (front, back, words and Pictures) before use, Reve-wir"g pKz-tares alone is not sufficient. 20, Design assurnes manufacture in occorciance with ANSI/ TR I Quality Criteria BEARING HEIGHT 5GHEDU E r--------- ff NOTE5; KEF£K TO H5 9? rRECO. FWAT; 3K ONS FOR ftWLIN6 MTALLATIGN AND T€MPOKARY ALIN' ) REFER 70 ENN 'EKED DRAW3NG5 FOR PERMANENT 5RA2^tG- KEL LJZD. 2.) ALL TKUE',ES fNLLVM TKF,155E`. MER VALLEY FRAMM) MMJST of LDMPLETELY DE£KE!7 OK R£FE iO DETAi1 Yk?S FOR hLT£K"iATE. 6KALitiG K'tSJiK£MENTS. 5) ALL' VALLEYS ARE TO5F60NVEN ONAUY FRAMED BY tiNILD€R. 4) AL4. ; RU55€5 hKE DEST;ifD %Ok 2' cs. MAM #d SPAL':NG. UNL.E55 OTNERW SE. NOTED. 5.) ALL WALLS KNOWN ON PLACEMENT AN ARE LON50ERED TO 5; LOAD 6£AR3wC, L91L E'55 OTHERW!hE NOTE4. 6) 5Y42 TRU55E5 MU5T 6E 315TALL€D WITH THE TOP MIND OF 7) Al L K00F TRii55 !3AtV5EP5 TO 3E 5,wF$ON ii; U26 LgiE55 OTH`4:1SE NOTED. ALL FLOOR TRUNS NANGER5 TO DE',NP50N T4A?22 ti*t..E}, OTHEMW ,' NOTED. 6) DEAMt#1EADERUNTEL NN) FURN1 8ED 6Y N! DER. SHOP DRAWING APPROVAL Ti6 LAYOUT 15 Ttr XRE 50AU FrOR FANKXATY.NOf TRih5i5 AW VOIDS ALL F9,VnJE AM9TEU AL OR 0 HU TFL, SLA-YPUT5. REVIEW AND AP°RPlAL OF, Tl'fiiAYOs; M,Ai M RE0VED frEFORL ANY TIe.K,I£5 WILL 6E NZ T. VLMPY ALL UMITUN4 TO Mifl AGANJ T GHAW E5 THAT WILL RE51A T N EXTRA OiA£Ea° TO YfPi. iqe w w.. Nr NIC Builders 60AFirstSciurceOrlando PHONE. 407-8515-21s00 FAX 407-851-7111 Plant City F',, ONE 81379-5Q5" rAX. el5-752-3532 SOT:- vEK: Starlight L 1827 LOT 247 T 8- 9-17 Josh t_\r -W 11 - u FINAL. BOUiVDARY SURVEY a WYNDHAM PRESERVE a LOT 247 U Pl3 81, PG 93) 0,- Cn v! T: 0 D o LOT 239 LOT 240 LOT 241If0 F/R /V89'43'O T "E fat. 00 IR LOT 247 AREA = 9 iti 7,130 S.F. N v10.0 A/C c`vPAD 6 PATIO o ff 1 2? o, 11.5' 14.8 14. ti 39.0 d' CV O 4 N'^ ws, LOT 248 I STORY RESIDENCE tq LOT 246 2624 MAGPIE WAY 04 a FFE= 23.22 o z 1 Co iR a to O v • 5.7 v o 0 + N N n Oo 13.3 11.5' N 3 11.5' 20.0 CONIC WALK 4 r7 fV 0 N C48LE aox 2p p9 RC CV 10 UTILITY EASEMENT ry P) F/R CO 2.00' F/R u l a Elev=20.94' CONC CURB 0 c j CONC 2 D SIDEWALK 0 Qia in MAGPIE WAY CI DIMENSION NOTE: o Proposed building dimensions shown hereon are of the exterior. PCP 102.38' N 50' RIGHT—OF—WAY PRIVATE ROAD) PCP V T S 89*43*03" W 391.64' CENTER LINE Building Setbacks Setbocks: Per construction plans for BUILDING LAYOUT NOTE: WYNDHAM PRESERVE", City of Sanford. Contractor and owner are to verify all Seminole County, Florida. setbacks, building dimensions, and layout shown hereon prior to any construction, and Front = 25' immediately advise GeoPoint Surveying, inc. of Rear 20' any deviation from information shown hereon. Side = 7.5' Failure to do so will be at user's sole risk. r' LB — roof ed ment LEGEND:ADUSSD—Access/Droinoge/Utilities/SidewalkLB—Bockfled Business BFP—Backflow Preventer Sight Distance Easement S —Survey PRM —Permanent Ref, Monument R —Reported PCP —Permanent Control Point D —Description TFP —Electric Transformer Pad P —Plot FFE —Finish Floor Elevation D. . —Deed Book M —Water Meter O.R.—Official Records Book D4—Water Valve P.B. —Plat Book f—Fire Hydrant Pg. —Page RC® —Reclaimed Water Meter Elev. —Elevation RCD4—Reclaimed Water Valve Cones —Concrete Coble Box BP —Brick Paver m —Telephone Box Sw —Sidewalk Electric Box FFE —Finished Floor Elevation 0 —Utility Pole CI —Curb Inlet Guy Pole GTI —Grate Top Inlet Light Pole P.U.E. —Public Utility Easement Guy Anchor RCP —Reinforced Conc, Pipe OU--Overhead Utilities PVC —Polyvinyl Chloride O —Storm Sewer Manhole NCS —No Corner Set (Falls in Water) G —Sanitary Sewer Manhole SF —Square Feet EHHo —Electric Hondhole D.U.E. —Drainage/Utility Easement COO —Clean Out FMGO —MAG NAIL & DISK CVDQ—Irrigation Control Valve P.K. —Parker Kolon Nail i' —Sign SIR —Set 1/2" Iron Rod L87768 WD4—Gate Water Valve SPKD —Set P.K. & Disk LB7768 Gas Meter FIR —Found 1/2" Iron Rod L87768 try. —Existing Grade FIP —Found 1/2" Iron Pipe LB7768 0 —Blow—off Valve FPKD —Found P.K. Nail & Disk LB7768 -ft. —Drainage Flow Direction FCM —Found 4"x4" Concrete Proposed Design Grade Monument PRM L87778 Note: Some items in above leoen 1 —As—Built/Existinq GradQ may not be aDDllcable) Description Date I Dwn. Ck'd I P.C. I Order No. REVISED PRODUCT 8/15/17 1 MTP I JDL REVISED PRODUCT 9/01/17 1 JE JJDL SURVEYOR'S NOTES: 1. Current title information on the subject property hod not been furnished to GeoPoint Surveying, Inc. at the time of this survey, and is subject to title review and/or abstract. GeoPoint Surveying, Inc. makes no representations or guarantees pertaining to easements, rights—of—woy, set back lines, reservations, agreements, and other similar matters. 2. This survey is limited to above ground visible improvements, and that nothing below the ground was located Including, but not limited to foundations (footings), utilities, etc. 3. Elevations shown hereon ore in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. This Survey is subject to matters shown on the plot of WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 5. Additions or Deletions to survey mops or reports by other than the signing party or parties is prohibited without the written consent of the signing party or parties. 6. This survey is intended to be displayed at 1" 20'. 7. All boundary line dimensions are field measured unless otherwise noted. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone "X" DESCRIPTION: LOT 247, according t0 the plat of "V1/YNDHAM PRESERVE", Plat Book 81, Page 93, City of Sanford, Seminole County, Florida Last Date of Field Sucve : 4 10 2018 555 Winderley Place, Suite 109 This certifies that a survey of the hereon described property Maitland, FL 32751 was made under my supervision and meets the Standards of Phone: (321) 270-0440 Practice set forth by the Florida Board of Professional Fax: (813) 248-2266 Surveyors & Mappers in Chopteii W-17, Florida Administrative Licensed Business No. LB 7768 coda, pursuant to Soction 472.027, Florida Statutes. GeoPo*lnnt Surveying, Inc. es D. Leviner LS6915 Drawn: RCA Checked: JDL P.C.: Data File:6 sonEast-Plat ORIDA PROFESSIONAL SURVEYOR & MAPPER NO. .................. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Rate: 4/12/18 Dwg: &ie onEost-tot247 Order No.: RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SEC. 17 — TWN. 20 S. — RNG. 31 E. Field Bk: —^