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3819 Night Heron Dr 18-1278 (new sfh)
COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 181 0002 DATE: March 16, 2018 BUILDING APPLICATION : 18-10000265 BUILDING PERMIT NUMBER: 18-10000265 UNIT ADDRESS: NIGHT HERON DRIVE 3819 17-20-31-502-0000-2130 2-U TRAFFIC ZONE:022 JURISDICTION: SEC- TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: 2 PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: —1 OWNER NAME: ADDRESS: APPLICANT NAME: STARLIGHT HOMES ADDRESS: 1064 GREENWOOD BLVD SUITE 124 LAKE MARY FL 32746 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3819 NIGHT HERON DRIVE / LOT 213 / WYNDHAM PRESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family ROADS -COLLECTORS Housing 705.00 1.000 dwl unit 705.00 Single Family N/A Housing 00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housing 54.00 1.000 dwl unit 54.00 Single Family CO-WYDE ORD Housing 5,000.00 1.000 dwl unit 5,000.00PARKSN/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. I/ PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, lL TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE or CITY OF SANFOR BUILDING & FIRE PREVENTIO PERMIT APPLICATIO Application No: t8- I z Documented Construction Value: $ 59 Job Address: 38 1 cl N 14 L-+- 1-I -co - D%"- Historic District: Yes No Parcel ID• Residential Commercial Type of Work: New 2 Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: PIa'r"s Title: Phone: Fax: Email:_ Name Street: City, State Zip: Property Owner Information Phone: Resident of property? : Contractor Information Name Phone: Street: Fax: q07 - 2y0 -4 4 b8 City, State Zip: State License No.: C.(-C 010342, Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YC PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBT FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construe in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pt 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: 51b Edition (2014) Florida Building Code R W 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 Ifoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as wat management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requirinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittTheactualconstructionvaluewillbefiguredbasedonthecurrentICCValuationTableineffectatthetimethepermitisissued, accordance witli local ordinance. Should calculated charges figured off the executed contract exceed the actual construction vale 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 V be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print ONmer/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Permits Required Construction Type: Total Sq Ft of Bldg: Signature of Contmctor/Agent Date Print Cont: Nomry-StatcofFlori A ent's Name Signature da Date r ;+•. '•. PAT SUS MY COMMISSION 4 FF 1209(1; a€ EXPIRES: Augusl 25, 2018 idad Thru Nat U uWamden Contractor/Agent is l/ Per M Produced ID Type of 1D BELOW IS FOR OFFICE USE ONLY Building Electrical Mechanical Plumbing Gas Roof Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Plumbing - # of Fixtures Flood Zone: of Heads Fire Alarm Permit: Yes No UTILITIES: FIRE: WASTE WATER: BUILDING: Permit Application Revised: June 30.2015 P r 9701 Bachman Road Established 1973 9507 State Road 52 123 Miller Road / VnvW.RJKiel comOrlando. FL 32824 F Hudson, FL 34669 Valrico, FL 33594 Qa 407-855-2636 Slate License J CF-CO2 42 727-a63-54a6 B13.681.0707 KiELTY Page: 1 _ 1 Proposal No: 717-13526 PLUMBING • HEATING - COOLING Proposal Date: 712612017 Location: Wyndham Preserve, Sanford Prepared For: Starlight Homes Florida, LLC 1412 G rx.%c.. a 1064 Greenwood Blvd. Suite 124 Model: '= Lake Mary FL 32746 $5,925.00 We Propose hereby to fumish material and labor - complete in accordance with Finisspecifh. ET1 below for the Sum of: Payment to be made as follows: 40% Rough In 30% Top Out 30% F(nlSh. NET 0 Days rding to standard practices. Arty alteration or devlatioAllmaterialsguaranteedtobeasspecified. All via* to be completed in a workman like manner acco from spec fireomado, and other necessary insurance. Our workers are fu specificationsbelowinvolvingextracostswexecutedonlylluruponoontrol.tten ordercarry vAll become an extra charge over and above the estimate. A agreements contingent upon strikes, ac ' s or data beyo J ; covered by worker's oompensafio surance. W IT THISPROPOSALMABEWITHDRAVN IF NOT ACCEPTED IN 30 D Y AUTHORIZED, SIGNATUR We hereby submit specifications a ales for. muster Beth 60x34 Brio 72270100 White With Walls And Moen Chateau TL782 Chrome Valve t Shower Sterling Accord Gerber Maxwell21-912 1.28 White Elongated 1TolletBy Builder With Moen Chateau 64925 Chrome Faucet 1Lev2nd Bath Accord 60x30 71 140120 While Will) Walls And Moen Chateau TL1 a3 Chrome Valve 1TubSterlingGerber Maxwell 21-912 1.28 White Elongated 1TolletBy Builder With Moen Chateau 84925 Chrome Faucet 1LavKitchen J Sink By Builder Faucet Moen Integra 67315 Chrome 1 Disposal ISE Badger V With Cord 1 Icemaker Lire With Recessed Box Dishwasher Hook Up udi les 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Healer 50 Gallon Electric NOTE: Backfilling Included For Sevier 8 Water Only (Slab Badcfilling By Others) Backflow Preventers Included EXCLUSIONS NO Permit Foes Included Water Piping in: CPVC 40' Sewer Allowance; Additional $12 per toot 4a Water Allowance; Additional $3 per foot Applies to any direct contract between an ovmer contractor (RJK) - Notice of Lien laws - Florida Statutes 713.001-713.37. AcceptanceAPayment oProlpossa e above prices. specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as spa y outlined above. I agree to pay reasonable attomey'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 41 /2 feet or requires baekhoe or dewatering will be an extra charge. SIGNED: ( 1 P - {' C 1 Qj&Q Lj — DATE OF ACCEPTANCE & PAGE 2: Branch: Hudson a Last Edit By: Last Edit Date: 7/27/2017 CITY OF SANF BUILDING & FIRE PREVEN PERMIT APPLICA Application No: 1 &-) 46 Documented Construction Value: $ 542.5 Job Address: Historic District: Yes No Parcel t D: Residential a Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: Pig+ -tab ., s r 5'2 . —5)-L ,I,L" -C15 ; Ha'. k.A „4 ^^ -1 e i L f Z. Plan Review Contact Person: pla'n5 L'4 Titl Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name _ 12 J ly t 4 1 f t-.br c Phone: Z-" Zy3 Street: Q -4-01 l8GLc4, w, cL a 2,-P Fax: 40 _— 2. 1 t> - 4 q b & City, State Zip: Q,,- cum. do 1 32--f State License No.: L<—C OLO a Z. Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender. Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YC UR 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. 1 certify that no work or installatior has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construl tion in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, p ols, furnaces, boilers, heaters, tanks, and air conditioners, etc. r8C 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may I found in the public records of this county, and there may be additional permits required from other governmental entities such as wat management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee'at the time of permit submittal. A copy of the executed contract is requirinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittTheactualconstructionvaluewillbefiguredbasedonthecurrentICCValuationTableineffectatthetimethepermitisissued, accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction vah credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Print Contra nt's Name Signature of Notary -State of Florida at` e W COMMISSION t FF 120904 o= EXPiRES:Augus 25 2018 u: ty aerWed ?tuu NWM Pub c Unde vrtiten Contractor/Agent is Personally Known to Me or T Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building,[] Electrical Mechanical Plumbing Gas El Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application r g507 Stale Road 52 123 Muller Road Hudson, FL 34669 valdco, FL 33594 727-863-5486 813-661-0707 t'... KiELT4, PLUMBING • HEATING • COOLING 9701 Bachman Road Orlando, FL 32824 407.855-2636 Established 1973 vrrrw.RJKietty.com State License fi CF-CO21 Page: 1 C Proposal Date: 712612017 Proposal No: 71 7 13532 Location: Wyndham Preserve, Sanford Prepared For: Starlight Homes Florida, LLC Model: Hawking - 1769 1064 Greenwood Blvd. Suite 124 Lake Mary FL 32746 925.0 We Propose hereby to furnish material and labor - complete In accordance with speciticatlons below for the Sum of: Payment to be made as follows: 40% Rough in 30°h Top Out 30% Finish. NET 10 Days n written orders, and will become an extra charge over and above the estimate. AllAllmaterialsguaranteedtobeasspecified. All work to be completed in a workman like manner according to atandard practices. Any alteration or deviation from specifications below Involving extra costs will be uted only upon ii d other necessary Insurance. Our workers are t it agreements contingent upon strikes, accidents s beyond our control. Owner to aromado. covered by worker's compensation Insur THIS PROPOSAL MAY BE WITHDRAWN IF NOT ACCEPTED IN 30 DA AUTHORIZED SIGNATURE: We hemby submit specifit ions and estimates for: Master SatA 60x36 Base 72270100 White Wtih Walls And Moen Chateau TL182 Chrome Valve i Shower Starting Accord Gerber Maxwell 21-912 1.28 White ElongatedIToiletByBuilderWilliMoenChateau64925Chrome Faucet1Lov 2nd Bath White With Walls And Moen Chateau TO S3 Chrome Valve 1 Tub Sterling Accord 60x30 71140120 Maxwell 21-912 1.28 White Elongated t Toilet Gerber By Builder With Moen Chateau 64925 Chmnre Faucet1Lev Kftchen t Sink By Builder Moen Integra 67315 ChromeFaucet ISE Badger V With CordiDisposal 1 Icemaker Line With Recessed Box 1 Dishwasher Hook Up Utilities 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE: Backfilling Included For Sevier &Water Only (Slab Backtlling By Others Backilow Preventers Included EXCLUSIONS NO Permit Fees included Water Piping In: CPVC 40' Sewer Allowance; Additional $12 per foot 40' Water Allowance; Additional $3 per foot Applies to any direct contract between an owner contractor (RJiQ -Notice et edit You are Laws - Fautorized to do the work as specified. Payment will be made above prices, specifications and conditions are satisfactory and hereby p outlined above. I agree to pay reasonable attomey's fees court costs in ttte event o legaleal action. A monthly service charge of 1 if2% will be added after days. Any sewer taps deeper than 4 1/2 feet or requires backhoe or dewatering r DATE OF ACCEPTANCE R PAGE SIGNED' Branch: Hudson Last Edit By: last Edit Dale: 7t27120t7 CITY OF SANFORD BUILDING Sr FIRE PREVENTION PERMIT APPLICATION W Application No: ) ' - /;t-7 Documented Construction Value: S 4,636.00 Job Address: 3819 Night Heron Dr Historic District: Yes No Parcel ID: 17-20-31-502-0000-2130 Residential X Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: Install new Ac with duct work and venting Plan Review Contact Person: Sarai Rodriguez Title: Residential Administrator Phone: 407-886-3729 Fax: 407-886-3729 Email: srodriguez@energyair.com Property Owner Information Name Starlight Homes Florida LLC Phone: 407-730-1311 Street: 1064 Greenwood Blvd Ste 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: 407-886-7580 City, State Zip: Orlando FL 32810 State License No.: CAC1816317 Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Add ress: Add ress: 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 Olt AN A-11.ORNEY 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 slate of npplication and the code in effect as of that date: 51^ Edition (2014) Florida Building Code Revised: June 30.2013 Permit Application 00 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 ol'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 [lie estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued. in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value. credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction qnd zoning. Signature oft woer/Agent Print 0micr/AgenCs Namc Date Signature ol'Notary-State ol'I:loridu Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 8/9/18 Signature ofCon clor/Agcol Date Robert Kulp Print Contractor/Agcm s Name Signature ol'NMun,-State of Florida 19/6) / 18 i00 Notary Public State of Florida Serei Rodriguez My Convnlaslon GG 147034 OP Expires 1010112021 Contractor/Agent is \,/ Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: BLlilding Electrical Mechanical Plumbing Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Gas[] Roof Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30. 2015 Permit Application Job #: 34666 ecocn WORK ORDER Date: 112 512018 Subdivision I Phase I Bid I L/U I Blk BILL TO: vv Starlight Homes - AWH Lot / Sub: Wyndham Preserve 12131 3819 Night Heron DrADDRESS: CITY/STATE/ZIP: 1064 Greenwood Blvd Ste 124 Lake Mary, FL 32746 Job Address: City / State / Zip Sanford JFL 132773 1981 SModel/Bldg: Order Taken By: Job Contact: S Woolwine Equipment Brand: A/H-1 or Furnace Carrier 14 Seer Heat Pum FB4CNP030L00 R-410a A/H-2 or Furnace Job Phone: 407730131 1 Heater or Coil CE2401 COS Heater or Coil Date Requested: Date Required: CU-1 T'Stat: Filter Base AHU Location CH14NB03000G TH6220D1002 N/A 1 st FI Int Closet CU-2 T'Stat: Filter Base AHU LocationPermitInformation: Efficiency 14.00 SEER / 8.2 HSPF Efficient A/H-3 or Furnace A/H-4 or FurnaceMUSTBEACCURATEANDCOMPLETE: Heater or Coil Heater or Coil Bldg. Permit# Township: Sanford CU-3 T'Stat: Filter Base CU-4 T'Stat: Filter Base AHU Location AHU Location Incl. on Builders Permit: No Efficiency Efficient Zoning Brand: Honeywell/Johnstone Vent. Damper Y8150A1017 QtyEAIPullsPermit: Yes Builder calls inspection: Yes Zone Kit #1 ZD1 EAI calls inspection: No Zone Kit #2 Thermostats ZD2 ZD3 Ventilation Cost: 319.01 Transformer ZD4 Surge Protector ZD5 ByPass Damper #1 ZD6 B Pass Damper #2 ZD7 PO Numbers Grs.Stamped Stl. Grs.Stamped Returns Qty Yes 15 X 8 X No Qty. Yes Flue Pipe: Filter Base No X X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alum 1 X Elect. Air Cl. X Kit. Hood Duct: X Conc. Slab: X Kit. Down Draft Duct: X Heat Recovery: X fan 80 cfm BFQ80 2 X Fresh Air: 1 X fan lite BFQF70 X Bath Exh. Duct: X Dryer Vent: 1 X Special Instructions Or Comments: Accounting Department: Job # Invoice Due Date: Estimated Estimated Task - Description 03-Fabrication Labor Hours Cost 2.20 27.72 Rou hin 2.283.00 24.63 369.4504-Installation Labor 06-Piping Labor 7.00 119.00 Trim 2,283.00 14-Kitchen Vent Trim 1,162.7102-Material/Tax 01-Equipment/Tax 1,339.77 Permit 70.00 80.0009-Permit/Other 1.30 16.38O11-Delivery Labor 20-Pull Material Labor 2.60 32.75 Total Contract: 4,636.00 2.50 42.5012-Startup Labor Certificate of Product Ratings AHRI Certified Reference Number: 9162305 Dale : 08.06-2018 Model Status: Active AHRI Type: HRCU-A-CB Series: 14 SEER HP Outdoor Unit Brand Name: CARRIER Outdoor Unit Model Number (Condenser or Single Package) : CH14NB030'0'-A' Indoor Unit Model Number (Evaporator and/or Air Handler) : FB4CNP030L The manufacturer of this CARRIER product is responsible for the rating of this system combination. Rated as follows in accordance with the latest edition of ANSI/AHRI 210/240 with Addenda 1 and 2, Performance Rating of Unitary Air -Conditioning & Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (A2) - Single or High Stage (95F), btuh : 28600 SEER: 14.00 EER (A2) - Single or High Stage (95F) : 11.50 Heating Capacity (H12) - Single or High Stage (47F) : 28600 HSPF (Region IV) : 8.20 1-Active" Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale; OR new models that are being marketed but are not yet being produced.'Production Slopped- Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still selling or offering for sale. Ralinas that are accompanied by WAS indicate an involunlary re -rate. The new oublished ralino is shown along with the Drevious (i.e. WAS) ralino. DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to. and assumes no responsiblllly for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the produet(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed In the directory at www.nhrfdlrcctory.urg. TERMS AND CONDITIONS This Certificate and Its contents are proprietary products of AHRI. This Certificate shall only be used for Indh•Idual. personal and confidential reference purposes. The contents of this Certificate may not. In whole or In part, be reproduced: copied: disseminated: entered Into a computer database: or otherwise utilized. In any form or manner or by any means, except for the users individual, personal and confidential reference. AIR-CONDITIONING. HEATING. CERTIFICATE VERIFICATION REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahrldireclory.org, click on -Verify Certificate- link t,.lilr I,•,rl , and enter the AHRI Certified Reference Number and the dale on which the certificate was issued. which is listed above. and the Certificate No.. which Is listed at bottom right. r 2018Air-Conditioning, Heating, and Refrigeration Institute ! CERTIFICATE NO.: 131780389737425433 FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . 18-0 8 Date 8/27/18 Application pin number 1144 \l Property Address . . . 3819 NIGHT HERON DR Parcel Number 17.20.31.502-0000-2130 Application type descripti NEW SINGLE E - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 284544 Application desc noc on file Owner Contractor STARLIGHT HOMES STARLIGHT HOMES FLORIDA LLC 1064 GREENWOOD BLVD STE 124 LAKE MARY FL 32746 407) 708-0161 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 15.00 NUMBER OF STORIES 1.00 SQUARE FOOTAGE 2642.00 Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1073840 Permit pin number 1073840 Sub Contractor ENERGY AIR INC Permit Fee . . . . 70.00 Issue Date . . . . 8/27/18 Valuation . . 4636 Expiration Date . . 2/23/19 Qty Unit Charge Per Extension BASE FEE 70.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -MECHANIC 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 1080.00 02-CURB CUT/DRIVE - S/F 40.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. CITY OF p SkNF0RD FIRE DEi)aRr&ic1'r Building & Fire Prevention Division PERMIT APPLICATION Application No: Documented Construction Value: $ 51,000 Job Address: 3819 Night Heron Drive Historic District: Yes No Parcel ID: 17-20-31-502-0000-2130 Residential Commercial Type of Work: New Addition Alteration[] Repair Demo[] Change of Use[] Move Description of Work: Electrical wiring, 150 amps, underground slab, rough, and trim Plan Review Contact Person: Brandon Gibbs Phone:407-630-8119 Fax: Name Starlight Homes FL, LLC. Title: Director Email: brandon.gibbs@reedcm.com Property Owner Information Street: 1064 Greenwood Blvd., Ste. 124 City, State Zip: Lake Mary, FL 32746 Name Brandon Gibbs Phone: 407-708-0163 Resident of property? : No Contractor Information Street: 146 West Plant St., Ste. 240 City, State Zip: Winter Garden, FL 34787 Name: n/a Street: City, St, Zip: Bonding Company: n/a Address: Phone: 407-630-0119 Fax: State License No.: EC 13008106 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: n/a Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be 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 dale of application and the code in effect as of that date: 6'h Edition (2017) Florida Building Code Revised: January I, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal_ A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Signature ofContactor/Agent Da Y. C. t1Ci Un Cat &i73 ag7\Q a e Print Contractor/Agent's Name a V7r Signature of No Florida7r r Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January 1, 2018 ' Permit Application gig •• la- lava TRI-COUNTY TESTING LABORATORIES, INC. 31 South Main Street Report No: 1 15 Winter Garden, Florida 34787 • • . • • 407-656-9656 •'E•A; B( '• Py-SCE N SF.•c,• No. 52583 REPORT OF :* • IN -PLACE DENSITY TESTS :. '•., -TP,JE OF S10 A . •••• Project: Wyndham Preserve lot 213 Proctor: August 3, 2018 Contractor: Starlight Homes Specification: STM 1557 Location: Building Pad Material: Tan Sand Date Tested: 07/31/18 meets or exceeds specifications* Optimum Moisture: 12. Maximum Dry Density: 104.2 Location Depth Inches Dry Density Max. Dry Density Percent of Max. Moisture Ibs.cuJI Ibs.cu.ft. Density Percent Northeast 0-12 102.6 104.2 98.4 9.6 Northwest 0-12 102.4 104.2 98.2 9.1 Center 0-12 102.9 104.2 98.7 9.9 Southeast- 0-12 102.3 104.2 98.1 9.3 Southwest 0-12 102.8 104.2 98.6 9.4 e SPECIFIC PURPOSE SURVEY amZ N FORMBOARD) y 11 t— o a e•l WYNDHAM PRESERVE o'y a LOT 213 H^7:`I W PB 81, PG 93) oN 17 won mJ V ODO C Z C O O d Cm LOT 185 O 29.7' O V LOT 186 LOT 213 ; AREA = 6,900 S.F. O Z 29.7' LOT 187 Building Setbacks Setbacks: Per construction plane for WYNDHAM PRESERVE', City of Sanford, Seminole County, Florida. Front 25' Rear 20' Side 7.5' LOT 214 N89'43'03"E 115.00' NORTH aouNDARY OF LOr 11J I 50.0 O d N I STORY RESIDENCE 3819 NIGHT HERON DRIVE 9.3 tt.0 FORMBOARD FFE-- 26.78' cli N 60.0 i r; 115.00' S89'43 LOT 212 LBLEGEND:AOUSSO-Access/Droinage/Utilitiss/Sidewalk -lJeensedusineseBFP- Backflow Preventer Sight Distance Easement S}})))))- SurveyPRM-Parmanent Ref. Monument PCP- Permonenl Control Point Reported0 - Description IFP&L-Florido Power & Light P - Plat FFE-Finish Floor Elevation D. - Deed Book Water Meter O. R.-Official Records Book Dd-Water Valve P. B. -Plat Book cr-Fire Hydrant Pg - Page RC® -Reclaimed Water Meter Elev. - Elevation RCDQ-Reclaimed Water Valve Conc.- Concrete Cable Box BP - Brick Paver U—Telephone Box SW _ Sidewalk EI-Electric Box FFE- Finished Floor Elevation Utility Pole CI - Curb Inlet Guy Pole GTI- Crate Top Inlet 9-Light Pole P. U.E.-Public Utility Easement Guy Anchor RCP - Reinforced Conc. Pipe OU--Overhead Utilities PVC - Polyvinyl Chloride m -Storm Sewer Manhole NCS- No Comer Set (Falls In water) m-Sanitary Sewer Manhole SF - Square Feel EWO -Electric Handhole O. U.E. -Drainage/Utility Easement COO -Clean Out FMGD - MAG NAIL & DISK CvpG-Irrigation Control Valve P. K.-Parker Kolon Nail I' -Sign SIR - Set 1/2" Iron Rod L97768 WDpQ-Cate Water Volvo SPKD- Set P.K. & Disk L97768 Gas Meter FIR - Found 1/2' Iron Rod LB7768 rrIR-Existing Grade FIP - Found 1/2' Iron Pipe L87768 FPKD- Found P.K. Nall & Disk L87768" 0- Blow-off Valve FCM- Found 4"x4" Concrete Drainage Flow Direction Proposed Design Grade Monument PRM L87778 -Built/Existinq GroP Note: Some Items In above leaen maw not he nnnlir nh a Description I Date I Dwn.ICk'd I P.C.IOrder No. i It0 wI O I y I 25. 3j 25. 31 n I D01ENSION NOTE: Proposed building dimensions shown hereon are of the exterior 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 englnssr(ng 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 Specific Purpose Survey is for the location and elevation of the formboards only (THIS IS NOT A BOUNDARY SURVEY) 9- 19-Is w O W BUILDING LAYOUT NOTE: ro z3s OoOR w x z;a FLYCATCHER E• r. a b WAY x v 50' RIGHT—OF—WAY V PRIVATE ROAD) Z c 0o Oa a z o 8 U I o00 Nc aContractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from Information shown hereon. Failure to do so will be at user's sole risk. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone ' X. DESCRIPTION: LOT 213, according to the plat of WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida 555 Winderley Place. Suite 109 This certifies that o survey (rVli, roan described property pMaitland, FL 32751 wasmadeundermyeutlpMaq Mejts the Standards of Practice set forth 0 Flbrfd , ,of Professional Phone: (321) 270-0440 Surveyors & Mappena`i npbt+cptltJ' i%M'JlyaAdministrative Fax: (813) 248-2266 code, pursuartr tde?. lmR451 hr.-• loricra Statutes. Licensed Business No. LB 7768 0. GeoPoint roSIP Surveying, Inc. ames D. 1e4rMep/e'"•••••'• e•: Drawn: RCA Checked: P.C.: Data File:BdssarFmt-Plat t111RIDAPROFESSIONAL `SU 91 lip, LS691.5 NOT VAUD WITHOUT THE I E AND THE ORIGINAL Date: 07/24/18 Dwg: Brlaarrmt-1o1213 Order No.: RAISED SEAL EAOF A FLORIDA LICENSED SURVEYOR D MAPPER SEC. 17 - TWN. 20 S. - RING. 31 E. I Field Bic, — W l- COUNTY OF SEMINOLE / a7r IMPACT FEE STATEMENT STATEMENT NUMBER: 18100002 DATE: March 16, 2018 BUILDING APPLICATION #: 18-10000265 BUILDING PERMIT NUMBER: 18-10000265 UNIT ADDRESS: NIGHT HERON DRIVE 3819 17-20-31-502-0000-2130 TRAFFIC ZONE:022 JURISDICTION• SEC: TWP: RNG: SUF: PARCEL: TRACT: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: STARLIGHT HOMES ADDRESS: 1064 GREENWOOD BLVD SUITE 124 LAKE MARY FL 32746 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3819 NIGHT HERON RIVEIFE / LOT 213WYNDHAM / FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS Single Family CO -WIDE ORD Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS Single Family N/A Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY Single Family CO -WIDE ORD Housingq 54.00 1.000 dwl unit 54.00 SCHOOLS Single Family CO -WIDE ORD Housing 5,000.00 1.000 dwl unit 5,000.00 PA 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE THIS INSTRUMENTT PREP Name:Florida, LLC Address: Green Blvd Sul ts 124 Lake \INN CI 32746 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: i IIIIII III{I IIIII IIIII IIIII IIIII IIII 1!!I GRANT MALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT h COMPTROLLER BY, 9090 P9 1574 0P9S) CLERK'S t 2018027813 RECORDED 03/13/2018 03:17:01 PM REC:URDING FEES 1,10.00 RECORDED BY rdtemp Parcel ID Number. 17-20-31-502-0000- P%1'50 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 avallable) sham Preserve PB 81 Ptas 93 102 Lot a.13 Address: 3B19 til t V-1p--Vzn GENERAL DESCRIPTION OF IMPROVEMENT: f`nnofnir4 klnw CI:P OWNER INFORMATION: Name: Stark ht 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 Llenors 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 1, 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. Unde naltles of perjury, I declare that 1 have read the foregoing and that the facts stated In It are true to th of ledge and bellef. m1 t_e1 Cah- E Owners Printed Name Flodda Stando 7 6."13(1)(g): ' The owner must sign the notice oroommenownem and no one else maybe permitted to sign In tds or her stead' State of -4:1 County of The forogoln Instrument ckno edged before me this day of 20 ]_? by , t Who Is personally known to me Rama of person mddng stalemeni OR who has produced Identlfle4 lon type of Identification produced: Shsyne Marvel NOTARY PUBUC STATE OF FLORIDA Comms GG113111 Expires 62112021 ftN #, f 1 Book9090/ Page1574 CFN#2018027813 Page 1 of 1 RECORD COPY FORM R405-2017 FLORIDA ENERGY EFF,ICIEN;CODE"FOR BUILDING CONSTRUCTION ' Plb'rida Department of Business and"Ptbfe sional Regulation - Residential Performanlce Method l Project Name: Lot 213 - 1981 TR Builder Name: Starlight Homes Street: 3819 Night Heron Dr Permit Office: Seminole County SANFORD City, State, Zip: Sanford , FL , 32773 Stor1%9\4 tA0 s Permit Number: O AI Owner: Jurisdiction: 1 8 pART1`L Design Location: FL, Sanford County:: Seminole (Florlda Climate Zone 1. New construction or existing New (From Plans) 9. Wall Types (1955.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1663.70 ft' b. Frame - Wood, Adjacent R=13.0 291.67 ft' 3. Number of units, if multiple family 1 c. WA R= ft' 4. Number of Bedrooms 4 d. N/A R= ft' 10. Ceiling Types (1981.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1981.00 fta 6. Conditioned floor area above grade (ft') 1981 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(168.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 396.2 a. U-Factor: Dbl, U=0.34 120.00 ft' SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 48.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 4.250 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1981.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1981.00 ft' b. Conservation features b. N/A R= ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.085 Total Proposed Modified Loads: 59.47 PASSTotalBaselineLoads: 60.15 1 hereby certify that the plans and specifications covered by Review of the plans and F BE STAT this calculation are in compliance with the Florida Energy specifications covered by this 0, Code. calculation indicates compliance with the Florida Energy Code. n,,,''' r. • Pill, . •';'.i ,',;=' d O PREPARED BY: Before construction is completed 1 ' DATE: this building will be inspected for a 1 compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. 1,), CODwiththeFloridaEnergvCnde. WE OWNER/AGENT BUILDING OFFICIAL: DATE: DATE: -1A R Compliance requires certification by the air handler unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH60 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, Is not greater than 0.030 On for whole house. f(rJ -. .- • .. I .... . IY Iti1i t%. y _ ... . ... r. .. ' it].-. '.Z CL IfY Y:>.i '.,..- 1/17/2018 4:08 PM EnergyGauge® USA = FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 0 FORM'R405-2017 r.r t r PROJECT 1 Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 213 - 1981 •LR , ,r" . - _ fr et i 8edmnms: J User Cond'itloned Area: 1981 Total Stories: 1 1 Worst Case: No Starlight Homes Rotate Angle: 0 Seminole County Cross Ventilation: No Whole House Fan: No Single-family New (From Plans) Addregs Type: ASVet Adoress rJ ^ c Lot # 213 Block/Subdivision: PlatBook: Street: 3819 Night Heron Dr County: Seminole City, State, Zip: Sanford , FL. 32773 CLIMATE V Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockt 1981 18423.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1981 18423.3 Yes 5 4 1 Yes Yes Yes FLOORS IV # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 178.3 ft 0 1981 f12 0 0 1 ROOF J # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Composition shingles 2216 ft= 0 ft' Medium 0.6 N 0.5 No 0 26.6 ATTIC v # Type Ventilation Vent Ratio (1 In) Area RBS IRCC 1 Full attic Vented 300 1981 ft° N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1981 ft' 0.1 Wood I 1/17/2018 4:08 PM EnergyGauge® USA:- FlaRes2617 Section R405.4.1 Compliant Software I Page 2 of 4 i FORM 'R405-2017 i WALLS r' 4 Adjacent Iny -O;, wn- o, Cavity Width Height , • lr, Shealh ng; ng,s; Solar Below r. Space In - 1 1 S Exterior Concrete Block - Int Insul Main 4.1 60 0 9 4 560.0 ft' 0 0 0.6 0 2 W Exterior Concrete Block - Int Insul Main 4.1 44 9 9 4 417.7 ft' 0 0 0.6 0 3 N Exterior Concrete Block - Int Insul Main 4.1 48 9 9 4 455.0 ft' 0 0 0.6 0 4 E Exterior Concrete Block - Int Insul Main 4.1 24 9 9 4 231.0 ft' 0 0 0.6 0 5 E Garage Frame - Wood Main 13 31 3 9 4 291.7 ft' 0 0 0.01 0 DOORS Ornl Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Wood Main None 39 3 6 10 20.5 ft' 2 W Wood Main None 39 2 10 6 10 19.4 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 1 Vinyl Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 1 ft 0 in None None 2 W 2 Vinyl Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 1 ft 0 in None None 3 W 2 Vinyl Low-E Double Yes 0.34 0.26 N 30.0 ft' 8 ft 0 in 1 ft 0 in None None 4 W 2 Vinyl Low-E Double Yes 0.58 0.25 N 48.0 ft' 8 ft 0 in 1 ft 0 in None None 5 E 4 Vinyl Low-E Double Yes 0.34 0.26 N 30.0 fl' 1 ft 0 in 1 ft 0 in None Nona GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 402 ft' 402 ft' 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2149.4 118 221.91 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 30 kBlu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow 'SHR Block Ducts 1 Central Unit/ Split SEER: 14 30 kBtu/hr 900 cfm 0.75 1 sys#1 1/17/2018*08 PM i EnerdyGauge® USA-:FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 ' FORM'R405-2017 HOT WATER SYSTEM System TyPe'.,.SubType,., Location EF Cap Use Set6t•1a , .;,,,,F,, _ .Conservation 1 Electric None . Garage 0.95 50 gal 60.9 gal T 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft' DUCTS V Supply -- Return --- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 396.2 ft Main 99.05 ft Prop. Leak Free Main cfm 59.4 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingjXj Jan Feb ((]] Mar A r [ Ma X] Jun Xj Jul4 X] Au Se Oct Nov Dec HeatinJan Feb jXj Mar JXJMaay f )Jun j Jul Aug Sep nNov Venting Jan Feb [Xj Mar X] Ap` [ Jun [ j Jul j Au 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 65 0 0 1 - Electric Heat Pump 1 - Central Unit 1/ 17/2018.4:08 PM ! EnergyGaug'e® USA - FlaRes2017 Section R405.4.1 'Compliant Software Page 4 of 4 i FORM R4,05,,2017 I .:. , .:.• I .. , E;N,;E;RGY PERFORMANCE ..L,EVEh. EPL) DISPLAY •C F C .•__ }..• .__. ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 3819 Night Heron Dr, Sanford, FL, 32773 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1663.70 ft' b. Frame - Wood, Adjacent R=13.0 291.67 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 4 d. N/A R= ft' 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1981.00 ft: 6. Conditioned Floor area (ft') 1981 b. N/A R= ft' 7. Windows" Description Area c. N/A R= ft' a. U-Factor: Dbl, U=0.34 120.00 ft' 11. Ducts a. Sup: Attic, Ret: Main, AH: Main R ft' 6 396.2 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 48.00 ft' SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft' a. Central Unit 30.0 SEER:14.00 SHGC: d. U-Factor: N/A ft' 13. Healing systems kBtu/hr EfficiencySHGC: a. Electric Heat Pump 30.0 HSPF:8.20 Area Weighted Average Overhang Depth: 4.250 ft. Area Weighted Average SHGC: 0.257 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1981.00 ft' a. Electric EF: 0.95 b. N/A R= ft' c. N/A R= , ' ft' b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building TIAEST okConstructionthroughtheaboveenergysavingfeatureswhichwillbeinstalled (or exceeded) = qTF in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. i -r" 'i:•• _ to Builder Signature: Date: Address of New Home: n Q City/FL Zip: e,S CODWEfi0 Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/1772018 4:08 PM .' ^ EnergyGauge®-USA: FlaRes2017 -Section R405.4.1 Compliant Software Page 1 of 1 ri 2017 = AIR,BARRIER AND,INSULATION INSPECTION COMPONENT CRITERIA, TABLE 402.4.1.1 i eir. r i t of w1YuJ AIlRi,BAl RIER AND INSULATION INSPECT•,I,RN, COMPONENT C.RI.T.ERIA Project Name: Lot 213 - 1981 TR Builder Name: Starlight Homes Street: 3819 Night Heron Dr Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed In the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in an dropped ceiling/soffityppg /soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed In substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be Insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter Floor framing members. Crawl space walls Exposed earth In unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts In narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by Insulation that on Installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fixtures Installed In the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on h installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be Insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sealed In a manner that is recommended by thb manufacturer. l Caulking or other adhesive sealants shall not be used to fill voids between fire sorinkler cover olates and walls or ce*linas- a. in aaanivn, inspection or iog wails snap oe in accoroance wirn me provisions or IUL,-4uu. 1/17/2018 4:08 P.M i EnergyGaugeO USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM;R40a-2017 Envelope Leakage Test Report Performance TLORIDA ENERGY EFFICIENCY. CODE FOR BUILDING-CONS•TRI G40N Envelope Leakage Test Report Performance Method lI j L i' Project Name: Lot 213 - 1981 TR Builder Name: Starlight Homes Street: 3819 Night Heron Dr Permit Office: Seminole County City, State, Zip: Sanford, FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1981 sq.ft. Cond. Volume: 18423 cu ft. Envelope Leakage Test Results Regression Data: C: n: Single or Multi Point Test Data R: HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) • : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ....Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or Individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, If Installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Sebtion R402.4.1.2. SIGNATURE: PRINTED NAME: l .. DATE: _ -f :i = . T-• ,,• -.-- -_ . _.- Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth it Section 489.105(3)(0, (g), or (1) 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: DA of -THE S742, O W i~ COD WE 1117l2018 4:08 PM, EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1: F,.ORM•R405-2017.Duct Leakage Test Report Performance Method. FLORIDA ENERGY 'EfFICIENCY CODE FOR BU'I•LDING CO1 f°;• A''r'•1`'ir !A -`•9-`'I,u9`S3 ` . -: e - .. v »' Z • A '!` NSTR•U'CTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 213 - 1981 TR Builder Name: Starlight Homes Street: 3819 Night Heron Or Permit Office: Seminole County City, State, Zip: Sanford . FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (Qn,out) FORMR405- 2017 Duct Leakaqe Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 i CFM25( Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 1981 House Duct Total Conditioned Floor Area) System Qn, out)" Leakagei " Tested Qn (Out) must be less than or equal to the required Qn (Out). I certify the tested duct leakage to outside, Qn, is less than or equal to the proposed duct leakage Qn specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1 / 17/2018 UtLt7nvl7 Vtrt41t1: .-- Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as d8fined 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. 01 ENE STqJ 40 fLCOD WE i1/ 17/2018.4:08 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant S . I Page 1 of 1, Pro ect Summa Job: .Starlight -Wyndham wr@ghtsofte ' ' 1.. rY i I , ' Date: sailai2017 Entire House Energy Air, Eric Plan:: 198'I S 1 i h i •^ I-t: -,i•c a :,, . • , "F% !. -1 {^-'± I•r t' mfa ..a •d - to .. 5401 Energy Air, CL Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyaiccom Web, www.energyaicoom Project• • For. Lot 213 -1981 TR, Starlight Homes 3819 Night Heron Dr, Sanford, FL 32773 Notes: Weather. Orlando Executive AP, FL, US Winter Design Conditions Outside db 44 °F Inside db 70 °F Design TD 26 °F Heating Summary Structure 17497 Btuh Duds 1538 Btuh Central vent (65 dm) 1830 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 20865 Btuh Method Construction quality Fireplaces Area (ft2) Volume (fP) Air changes/hour Equiv. AVF (dm) Infiltration Simplified Semi -tight 0 He t989 Cool98g 1 18498 18498 0.26 0.14 80 43 Heating Equipment Summary Make Carrier Trade CARRIERAIR CONDITIONING Model CH14NBO300000A AHRI ref 7835429 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 17459 Btuh Duds 2048 Btuh Central vent (65 ctm) 1248 Btuh Outside air Blower 0 Btuh Use manufacturers data y Rate/swing multiplier 1.00 Equipment sensible load 20756 Btuh Latent Cooling Equipment Load Sizing Structure 2278 Btuh Ducts 197 Btuh Central vent (65 ctm) 1917 Btuh Outside air Equipment latent load 4391 Btuh Equipment Total Load (Sen+Lat) 25147 Btuh Req. total capacity at 0.75 SHR 2.3 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO300000A Coil FB4CNP030L AHRI ref 7835429 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating input Sensible cooling 21450 Btuh Heating output 28600 Btuh @ 47°F Latent cooling 7150 Btuh Temperature rise 29 °F Total cooling 28600 Btuh Actual airflow 899 cfm Actual airflow 899 cfm Airflowfactor 0.047 tfinBtuh Airflowfactor 0.046 cfmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point = 37 °F Backup: Input = 6 kW, Output =19028 Btuh, 100 AFUE n , y'1 Z' - i ' a' 9 7 rBoliralicvaruesHavebenmanualloveriideni 9 1 j Calculations approved byACCA to meet all requirements of Manual J 8th Ed. I 2018-Jan-1716:0712 z wrightsoft' Right-Suite®Uni%ersal 2017 17.0.28 RSU17013 Page 1 ACCi% ...SpecifidVWndham Preserve\Lot 213-1981 TR rup Calc= MJ8 Front Door faces: E i Man. al S Compliance Report i ;Job: Starlight - Wyndham ft + wrightso':.C] te: ananol7 Entire. House Plan: 1981 S Energy Air, Inc E' , 5401 Energy Ar, Cl, Orlando, FL 32810 Phone.407-886-3729 Email GRenner@energyairmm Web: w w.energyaircom For. Lot 213 -1981 TR, Starlight Homes 3819 Night Heron Dr, Sanford, FL 32773 Design Conditions Outdoor design DB: 92.6°F Sensible gain: 20756 Btuh Outdoor design WB: 75.9°F Latent gain: 4391 Btuh Indoor design DB: 75.0°F Total gain: 25147 Btuh Indoor RH: 50% Estimated airflow: 899 kfrn Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer. Cartier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 20916 Btuh 101 % of load Latent capacity: 5203 Btuh 118% of load Total capacity: 26119 Btuh 104% of load SHR: 80% Design Conditions Outdoor design DB: 44.2°F Heat loss: 20865 Btuh Indoor design DB: 70.0°F Entering coil DB: 76.3°F Entering coil WB: 63.7°F Entering coil DB: 68.1 °F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 r• cfm Output capacity: 28600 Btuh 137% of load Capacity balance: 37 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer. Model: Actual airflow: 899 cfrn Output capacity: 5.6 kW 91 % of load Temp. rise: 50 OF Meets all requirements ofACCA Manual S. 201 &Jan-17 16.07:12 4:1 ... , wrightsoft' Rght-Suite® Universal 2017 17.0.28 R$U1 7013. I' , I , . . Page ACC...SpeofidV njhamPreserveV_ot213-1981TR.rup Calc=MJ8 Front Door faces:E I ;, It t' Job: Starlight -Wyndham wr ghtSOft`:. Duct System Summary ,, :4',:i, :: < l: Date: 4i14i2017 I. :Entire House . ,l By: r:nev'q'WEnergy Air,. Inc tner Plan: 1981 S q jHi 5401 Energy Mr, CL Orlando, FL 32810 Phone, 407-886-3729 Email: GRenner®energyaircom VJeb: wr.v.energyairoom For: Lot 213 -1981 TR, Starlight Homes 3819 Night Heron Dr, Sanford, FL 32773 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.22 in H2O 0.22 in H2O Available static pressure 0.28 in H2O 0.28 in H2O Supply/return available pressure 0.140 /0.140 in H2O 0.140 /0.140 in H2O Lowest friction rate 0.165 in/l00ft 0.165 in/100ft Actual airflow 899 cfm 899 cftn Total effective length (TEL) 170 It Name Design Btuh) Htg chn) Clg cfm) Design FIR Diam in) H x W in) Dud Mat Actual Ln (ft) Ftg.Egv Ln (ft) Trunk ba 2 C 137 3 6 0.194 4.0 Ox 0 VIFx 24.7 120.0 st3 bed2 h 1195 56 43 0.181 5.0 Ox 0 VIFx 29.4 125.0 st2 bed4 h 2353 111 98 0.181 7.0 Ox 0 VIFx 29.4 125.0 st3 br3-A h 1188 56 37 0.177 5.0 Ox 0 VIFx 33.1 125.0 st3 foyer h 1292 61 49 0.332 5.0 Ox 0 VIFx 9.3 75.0 IdWin-Fam C 2936 94 135 0.198 7.0 Ox 0 VIFx I 21.5 120.0 stl Idt-din-Fam-A C 2936 94 135 0.193 7.0 Ox 0 VIFx 25.3 120.0 Stl ldl-din-FanrB c 2936 94 135 0.189 7.0 Ox 0 VIFx 27.9 120.0 sti lawn c 821 15 38 0.329 4.0 Ox 0 VIFx 10.0 75.0 mba h 743 35 21 0.177 4.0 Ox0 VIFx 33.2 125.0 st2 mbr h 3013 142 131 0.171 7.0 Ox0 VIFx 33.5 130.0 St2 mwic h 1413 67 31 0.165 5.0 Ox 0 VIFx 40.0 130.0 St2 Wc2-A C 47 1 2 0.181 4.0 Ox 0 VIFx 29.8 125.0 St2 wc-t-A h 533 25 12 0.174 4.0 Ox 0 VIFx 35.7 125.0 st3 wool -A h 955 45 24 0.175 4.0 Ox 0 VIFx 40.3 120.0 st3 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type dm) cfm) FIR fpm) in) in) Material Trunk SO PeakAVF 281 406 0.189 744 10.0 O:x 0 VinlFlx st2 PeakAVF 302 228 0.165 553 10.0 0 x 0 VinlFlx st3 PeakAVF 241 179 0.174 545 9.0 0 x 0 VinlFlx BoWtabc values have been manuallyoverridden 2018-Jan-17 16:07:12 wrightsoft'. Right-Suite®Unhersal201717.028RSU170131 ;' ,: Pagel ACCP.:..SpeafidWyndham Preseruelot 213 -1981 TR.nip Calc= W8 Front Door faces: El 0 Return Branch Detail Table U. NaIn6- 1pnll?.. Siie'(irij Htg cfm) Clg cfm) TEL ft) Design' FR I Veloc fpm) Diam in) ` H'x w iny""' Stud/Joist Opening (in) Dud Mat Trunk rbl Ox 0 899 899 0 0 0 0 Ox 0 VIFx 2018-Jan-1716.07:12 t z—:_I wrightsoft• Right-S.itedDUniversal 201717.0.28 R U17013 I I Page 2 ACCA...SpecifidVWndhamPreserve\Lot213-1981TR.rup Calc=W8 Front Doorfaoes:E i P. L Lev6I I tarfight - WyndF am Scale: 1/8" = 1'0" Energy Ai ri. Inc-- Perrorii ea for: Pagel Lot 213 - 1981 TR 15401 EnettlyAr, Ct Right-WtegUnivema12017 3819 Night Fieron Dr I dando,, FL 32810 • 17.0.28 RSU 17013 0 2018-JanI1 7 16 07:20Sanford, FL 32773 Rhone: 407-886-3729 m Preser%elot 213 - 1981 TR.rup wmv.energyair.com GRenner@energyaircom VTR 1-1/2" VTR VTR - Jll zoo AUTO VENT KS LAV O Z 1pG 2 , a i Tt o -- LAV O a vT v 2 v we au We n 3,- wM 3u , o d n O 3„ 2„ 3" ^CSki ... TUB 31, - .. I I PLAN 198.1 PLUMBING RISER DIAGRAM i .. m WYNDHAM PRESERVE - LOT 213 z m N PLOT PLAN t .S n oV)a N M a rri C Pa o 3 U DIMENSION NOTE: (zi c 'ern Cn Proposed building dimensions 2 c LZ shown hereon are of the exterior. C v v m c mo LOT 185 29.7' LOT 186 LOT 213 AREA = 6,900 S.F. t 0 Z 29.7'— 6 1NF LOT 187 LOT AREA CALCULATIONS LOT = 6,900 SQ.FT. LMNG AREA= 1,981 SQ.FT. GARAGE = 402 SQ.FT. ENTRY = 78 SQ.FT. DRIVEWAY 437 SQ.FT. LANAI= 181 SQ.FT. WALKWAY = 45 SQ.FT. A/C PAD - 9 SQ.FT. IMPERVIOUS- 45.4 X SOD 3.767 SQ.FT. OFF LOT AREA CALCULATIONS R/W = 1.500 SQ.FT. APRON = 114 SQ.FT. SIDEWALK 300 SQ.FT. SOD 246 SQ.FT. TOTAL AREA AREA= 8.400 S0. . DRIVEWAY - 551 SQ.FT. SIDEWALK = 345 SQ.FT. SOD 4,013 SQ.FT. WYNDHAM PRESERVE LOT 213 LOT 214 N89043103 "E 115. 00, NORTH BOUNDARY LINE OF LOT 21 J 50.0 PROPOSED a 1 STORY RESIDENCE nNi 3819 NIGHT HERON DRIVE 0U I MODEL J 1981OPHELIA 8.0 ELEVATION - T GARAGE - RIGHT aQ I N FFE= 26.3 a. 60.0 n 115.00' S89043 a W Nod la (p' • 0 0 <.. o .. N.i 03 I • Qi 9.3 n COVERED . PORCH 11.3 0 LOT 212 i zONIN. DATE Ok to construct single family home with setbacks and impervious area shown on plan. 46.401., iYvlp. 19S( 01 1 _&OL = T ( 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. rcr—rvui cqui men" LEGEND:ADUSSD—Access/Drainage/Utilities/SidewalkLB —Licensed usiness BFP—Surveow Preventer Sight Distance Easement S —Survey PRM—Permanent Ref. Monument R —Reported PCP —Permanent Control Point D —Description FP&L —Florida Power & Light P —Plot FFE—Finish Floor Elevation D. .—Deed Book Water Meter O.R.—Official Records Book Da —Water Valve P.B.—Plat Book Zf—Fire Hydrant Pg. —Page RC® —Reclaimed Water Meter Elev. —Elevation RCDG—Reclaimed Water Valve Conc.—Concrete Coble Box BP —Brick Paver m—Telephone Box SW —Sidewalk i0—Electric Box FFE —Finished Floor Elevation Utility Pole CI —Curb Inlet Guy PoleR_—UghtGTI—Grote Top Inlet 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) O—Sanitary Sewer Manhole SF —Square Feet EHHo —Electric Handhole D.U.E. —Drainage/Utility Easement COO —Clean Out FMGD —MAG NAIL do DISK CVD4—Irrigation Control Valve P.K.—Parker Kolon Nail i'—Sign SIR —Set 1 /2" Iron Rod LB7768 wDd—Gate Water Valve SPKD —Set P.K. & Disk L87768 Gas Meter FIR —Found 1/2" Iron Rod L87768 11. —Existing Grade FIP —Found 1 /2" Iron Pipe LB7768 Cl —Blow—off Valve FPKD —Found P.K. Noil & Disk LB7768 • - —Drainage Flow Direction FCM —Found 4'x4" Concrete 10.0 —Proposed Design Grade Monument PRM L87778 Note: Some items in above Ieci tI0.21—As—Built/Existin g Grad nmaynotbeaoOlcableREVISIONS Description Date I Dwn. I Ck'd I P.C. Order No. I I 25. 3i • I O W 1 0 oN 0. 25. 31 a_ 0 a 1 • 0' I I 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 do finished floor elevations shown hereon are from the construction plan for VYNDHAM 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) 061116f V4 t OPIOiliitting:4,LY) J _ 10 4LCoJa s D. L""P.Y,i 6Piona1 S'-1` %' ORDA PROFESSIO ''9UR=Rte;PPER NO. LS6915 NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side 7.5' PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone " X" DESCRIPTION: LOT 213, according to the plat of " WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida 555 Winderley Place, Suite 109 ' Maitland, FL 32751 Phone: ( 321) 270-0440 Fax: ( 813) 248-2266 Licensed Business No. LB 7768 GeoPoint' Surveying, inc. Drown: JE I Checked:JDL I P.C.: Data File:BrImnEast-Plat Date: 0 1 /20/18 Dwg:BrissoTod-ut41J Order No.: SEC. 17 - TWN.20 S. - RNG. 31 E. Field Bk: RECORD COPY yFT3LL ELECTRIC,?'1Ll•_F:'i$I M x 1 ps Ashton Woods Homes Winter Haven, Lake Wales, Seminole 1981 Starlight LOAD CALCULATION May 26, 2017 1. HVAC LOADS (NEC 2011 - 220.82(C)(31- M) 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 067 7.67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 13.07 KVA TOTAL LOAD FOR COMPRESOR a 100% 5.40 KVA TOTAL LOAD FOR AIR HANDLER @ 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 10.39 KVA 11. GENERAL LOADS INEC 2011- 220.82(B)(1) - MI LIGHTING 1981 Sq Ft C 3VA/Sq. Ft 5.94 KVA QTY VALUE TOTAL KVA 2 SMALL APPLIANCE CIRCUITS 1.50 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) 4.50 1 DISHWASHER 1.20 1.20 KVA I DISPOSAL(I) 080 0.80 KVA 0 DISPOSAL(2) 080 0 RANGE/OVEN(1) 720 1 RANGE/OVEN (2) 12.00 12.00 KVA COOKTOP CIRCUIT 7.20 SUMMER KITCHEN/JENAIR GAS J\LDING 1.50 1 MICROWAVE CIRCUIT 2.50 250 KVA 0 JACUZZI TUB CIRCUIT r0RO 4.80 0 40 AMP CAR CHARGER $AN 9.60 30AM13 POOL CIRCUIT 720 60AMP POOL CIRCUIT FpAFt 14.40 0 80AMP POOL CIRCUIT 19.20 CONNECTED LOAD (GENERAL LOADS) # 1 8 _ 1 2 7 8 36.44 KVA IST 10 KVA (GENERAL LOADS) ct 100% 10.00 KVA REMAINDER (GENERAL LOADS) a 40% 10.58 KVA SUB -TOTAL (GENERAL LOADS) INEC 2011 - 220.82(B)I 20.58 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.58 KVA TOTAL DEMAND LOAD (NEC 2011 - 220.82(A)) 30.96 KVA MINIMUM SERVICE SIZE 129.01 AMPS RECOMMENDED SERVICE SIZE 1.50 AMPS i Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RECORD COPY RE: W P0213 - W P0213 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Starlight Homes Project Name: W P0213 Model: 1981 Tampa, FL 33610 4115 Lot/Block: 213 Subdivision: Wyndham Preserves Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017lTP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 24 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. I Seal# Truss Name Date 1 T13026342 1 A01 1/23/18 118 1 T13026359 1 CJ5A 1/23/18 12 1 T13026343 1 A02 1 1/23/18 119 1 T13026360 1 EJ7 1 1/23/18 13 1 T13026344 1 A03 11 /23/18 120 J T13026361 J EJ7B 1 1/23/18 14 I T13026345 I A04 1 1 /23/18 121 1 T13026362 1 H 1 1/23/18 15 1 T13026346 1 A05 1 1/23/18 122 1 T13026363 1 HJ7 1/23/18 6 IT13026347IA06 1/23/18 123 1 T13026364 1 V3 1/23/18 17 1 T13026348 1 A07 1/23/18 124 1 T13026365 1 V5 1 1/23/18 18 I T13026349 I A08 1 1 /23/18 1 1 1 1 1 _ 1 2 J LOING ANFOR O PA9` 19 1 T13026350 1 A09 1 1 /23/18 110 J T13026351 J A010 1/23/18 11 I T13026352 1 A011 1/23/18 112 I T130263531 AO12 11 /23/18 113 1 T13026354 1 A013 1 1 /23/18 114 1 T13026355 1 CJ 1 1 1 /23/18 115 1 T13026356 1 CJ3 11/23/181 16 1T13026357 1 CJ3A 1/23/181 117 1 T13026358 1 CJ5 11 /23/18 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 44e 10 * E.. ,y i o 3 380 ' r STA E OF '14/ Al OR% 10 N A ; E . 11111 Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa Ft. 33610 Date: January 23,2018 Albani, Thomas 1 of 1 Job Truss TrussTyplaOty Ply WP0213 A01 Hip Girder 1 1 0213T13026342 Reference ( optional) tsuraers I-IrslSOurce, I ampa, viam uny, r-ionaa OODoo a. — ..,vN ,.. , • ,•„ , o _ -.-• • •-- •• • •-- •- -_ . _ _ _ . ID: 4xiZSyQ5pnperCOHML 1 Og 1 zPB36-5hzl JIBIKF04ZxV2ZEmg2zAex 1 KHvmiLwcd4iOzsY9v 1- 0- 4.2-3 7.0-0 12.1.15 17.2-1 22.4.0 27-5-5 32-6-11 37.8.0 40.5.13 44-8.0 8-0 1- 0 4-2-3 2-9-13 5-1-15 5-0.3 5.1.15 5-1-5 5_ 1. 5-1-5 2-9-13 'l. 0.0 Scale = 1:76.4 s 2x4 II 5, 00 12 2x4 II 5x6 WB= 4 26 27 5 28 29 6 30 31 78 32 33 9 2x4 II 34 35 10 36 37 11 lx4 4x6 = 25 24 38 39 23 40 41 22 21 42 43 20 44 45 19 1846 47 17 48 49 16 15 4x6 = 2x4 II 46 = 2x4 II 7x10 = 2x4 II 4x6 = 2x4 II LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vetl(LL) -0.10 16-17 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Verl(CT) -0.19 16-17 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.06 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD 4- 8: 2x4 SP No.1 BOT CHORD BOT CHORD 2x6 SP No.2 WEBS WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. ( lb/size) 2=1218/0.8-0, 20=4357/0-8-0, 13=1217/0.8-0 Max Horz 2=-46(LC 32) Max Uplift 2=-406(LC 8). 20— 1471(LC 4), 13=-409(LC 9) Max Grav 2=1224(LC 19), 20=4357(LC 1). 13=1224(LC 20) FORCES. ( lb) - Max. ConipJMax. Ten. - All lanes 250 (lb) or less except when shuwn. TOP CHORD 2-3=-2451/802, 3-4= 2319/802, 4-5=-1960/699, 5-6=-1959/699, 6-7= 846/2625, 7- 9=-846/2625, 9-10=-1964/698, 10-11=-1964/698, 11-12=-2318/801, 12-13=-2449/810 BOT CHORD 2-25=-726/2200, 24-25= 726/2200, 23-24— 674/2148, 21-23=-56/330, 20-21=-56/330, 19- 20=-51/310,17-19=-51/310,16-17=-669/2147,15-16=-687/2198,13-15— 687/2198 WEBS 4-24_ 85/603, 5-23=-579/355, 6-23= 639/1893, 6-21=0/349, 6-20=-3339/1129, 7- 20=-672/408, 9-20=-3325/1126, 9-19=0/354, 9-17— 647/1912, 10.17_ 580/357, 11- 16=-87/601 PLATES GRIP MT20 244/190 Weight: 264 lb FT = 20% Structural wood sheathing directly applied or 3-5-6 oc purlins. Rigid ceiling directly applied or 8-8-0 oc bracing. 1 Row at midpt 6-20,9-20 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.OpsF h=15ft; Cat. II; Exp C; Encl., GCpl= 0.18; MIN FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL= 1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 5x8 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 406 lb uplift at joint 2, 1471 lb uplift at joint 20 and 409 lb uplift at Joint 13. 4 16 Thomas A. Albani PE No.39380 MiTsk USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING - Verily des/gn psremotors and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MIF7473 rev. I N0MI S BEFORE USE. Design valid for ase only w11h Mllek®conneclors. This design Is tamed only upon rxaanrelers shown. and Is for an Inclivldtial building componenl. not a puss system. Before rise. the Ixilding designer must vedfy Iho appllcabalty of deign parameters and popeily incorporate this design Into the overall building design. Biactng Indicaled Is to prevent buckling of Indlvlduxb Iniss web and/or chord members only. Additional temporary and permanent txoclng M iTek' Is always rectulied for stability and to prevent collapse with possible personal injury and property damage. For general guidance regaiding the fabrkbafion, storage. delivery, erection and bracing of trusses and Inrss systems. seeANSI/TPI I Qualify Criteria, DSB-a9 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Ply WP0213 A01 Oty, Hip Girder 1 1b 130213T13026342 Reference (optional) Builders FlrstSouree, Tampa, Plant City, Florida 33566 8.1 JU s aep 15 20 i r wii i en imuau iea, ma. i uv jai i co wi.cc. i c cv, aeo ID:4xiZSy05pnperCOHMLI OglzP836.5hz1JIBIKF04ZxV2ZEmg2zAex1 KHvmiLwcd4iOzsYgv NOTES- 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 lb down and 202 lb up at 7-0-0, 105 lb down and 107 lb up at 9-0-12, 105 lb down and 107 lb up at 11-0-12, 105 lb down and 107 lb up at 13-0-12, 105 lb down and 107 lb up at 15-0-12, 105 lb down and 107 lb up at 17.0-12, 105 lb down and 107 lb up at 19-0-12, 105 lb down and 107 lb up at 21-0-12, 105 lb down and 107 lb up at 22-4-0, 105 lb down and 107 Ito up at 23-7-4, 105lb down and 107 lb up at 25-7-4, 105 lb down and 107 lb up at 27-7-4, 105 lb down and 107 lb up at 29-7-4, 105 lb down and 107 lb up at 31-7-4, 105 Ito down and 107 lb up at 33-7-4, and 105 lb down and 107 lb up at 35-7-4, and 200 lb down and 202 lb up at 37-8-0 on top chord, and 320 lb down and 109 lb up at 7-0-0, 81 lb down at 9-0-12, 81 lb down at 11-0-12. 81 lb down at 13-0-12, 81 Ito down at 15-0-12, 81 lb down at 17-0-12, 81 lb down at 19-0-12, 81 lb down at 21-0-12, 81 lb down at 22-4-0, 81 lb down at 23-7-4 81 lb down at 25-7-4, 81 lb down at 27-7-4, 81 lb down at 29-7-4. 81 lb down at 31-7-4, 81 lb down at 33-7-4, and 81 lb down at 35-7-4, and 320 lb down and 109 lb up at 37-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-11=-54, 11.14- 54, 2-13= 20 Concentrated Loads Qb) Vert: 4_ 153(B) 11=-153(B) 24=-320(B) 6=-105(B) 21=-58(B) 20=-58(B) 7=-105(B) 19- 58(B) 9=-105(B) 16=-320(B) 26=-105(B) 27=-105(B) 28=-105(B) 29=-105(B) 30=-105(B) 31=-105(B) 32=-105(B) 33=-105(B) 34=-105(B) 35=-105(B) 36=-105(B) 37=-105(B) 38=-58(B) 39=-58(B) 40=-58(B) 41- 58(B) 42=-58(B) 43=-58(B) 44=-58(B) 45=-58(B) 46=-58(B) 47=-58(B)48=-58(B) 49=-58(B) WARNING - Verify dordpn paramorore and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. MMM0/5 BEFORE USE. Design valid lot use only with Mllek® connectors. this design Is bawd only upon Ixtraineleis shown. and Is for an individual building component, not a hus syslein. Before tise, the building designer Must verity the applicability of design parameters and {xopetly Incorporate this design Into the overall building design. Bracing Indicated Is to rxovenl Iutckling of IndMdtwl trite web and/or chord members oNy. Additional temporary and permanent bracing MiTek' Is always regtdred for stability and to prevent collapse with possible personal hytay and property damage. For general gtddance regarding the fabrk:atlon, sloiogo, delivery, erection and brocing of Iruses and Inrs systems seeANSI/TPI I Quality Criteria, DS8-E9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute. 218 N. Lee Street, Sulte 312, Alexandria, VA 22314 Tempo. FL 33610 Job Truss Truss Type Ply WP0213 A02 Hip Oty 1 1b 130213T13026343 Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 B.130 S Sep t 5 201 / Mi I ex Industries, Inc. I ue Jan 23 07:22:I a 20i a rage 1 I D-4xiZSyQ5pnperCOHML 1 Og 1 z P836-N 1 uhni H2hPu5uOXOUCOTgRzvl rmZ27uNXCgySUzsY90 1-0- 5.7.6 9.0.0 15.8-14 22-4-0 28-11-2 35.8.0 39.0.10 44.8.0 8- 1-0- 5-7-6 3.4.10 6.8-14 6-7-2 6-7-2 6.8.14 3.4.10 5-7.6 0 6x8 = 5.00 12 5x8 = 2x4 11 5x8 = 5x8 = 6x8 = 9 Scale = 1:76.1 5x6 = 17 16 15 14 13 5x6 = 5x8 = 15-8-14 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 'Except' 4-6,6-9: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (Ib/slze) 2=1700/0-8-0, 11=1700/0-8-0 Max Horz 2=-57(LC 13) Max Uplift 2=-477(LC 8), 11=-477(LC 9) 7x10 = 5x8 = 7x10 = Sx8 = CSI. DEFL. In loc) Vdell Ud PLATES GRIP TC 0.74 Vert(LL) -0.33 15 >999 240 MT20 244/190 BC 0.26 Verl(CT) -0.61 15 >863 180 WB 0.52 Horz(CT) 0.13 11 n/a n/a Matrix-SH Weight: 277 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins. BOT CHORD Rigid ceding directly applied or 6-4-3 oc bracing. WEBS 1 Row at midpt 5-17, 8-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3598/2258, 3-4=-3395/2064, 4-5=-3153/1963, 5-7=-4957/2959, 7-8= 4957/2959, 8-9=-3153/1963, 9-10=-3395/2064, 10-11=-3598/2258 BOT CHORD 2-17=-1996/3246, 16-17=-2504/4521, 15-16— 2503/4524, 14-15— 2471/4524, 13-14=-2472/4521, 11-13=-1900/3246 WEBS 3-17=-162/349, 4-17=-578/1022, 5-17=-1635/932, 5-15_ 279/562, 7-15= 340/293, 8-15= 280/562, 8-13=-1635/931, 9-13=-578/1022, 10-13=-162/349 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=151h Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Corner(3) -1-0-0 to 5-0-0, Exterfor(2) 5-0-0 to 45-8-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=477, 11=477. Thomas A. Albani PE No.39380 MITsk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Dab: January 23,2018 WARNING - VorUy dadgn pammetorc rand READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11.7473 rev. faOX20/5 BEFORE USE. Design valid for use only with MI lek® connectors. lhh design Is based only upon parameters shown. and Is for an Individual building component, not a truss system. Before use. the Ixllding designer must verity the applicab0ty of design praameters and propeily Incorporate this design into the overall bolding design Bracing Indicated Is to prevent truckling or Individual truss web and/or chord members only. Addltlonat temporary and permanent tracing MiTek' Is always required for stability and to Prevent collapse with possible personal b*jry and property damage For general guidance regarding the fabk:otion. storage, delivery. erection and tracing of trusses and truss systems sec-ANSI/TPI I Quality Criteria, DSB-89 and SCSI Wilding Component 6904 Parke East Blvd. Safety Information avaliatAe from truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Ply WP0213 A03 0ty Hip 1 1 0211T13026344 Reference (optional t3witters I-irstbource, i ampa, runt L iry, rronua cd000 1.0- 5.1.6 11-0-0 1-0- 5.1-6 510-10 5x8 = Scale = 1:76.1 I D:4 xiZ SyO5pn perCO H M L t 12 3 2x4 11 4x6 = 3x8 = 5 6 7 zP836-s6S3n 1HgSl0yWA6alvviNfV2WF7BnNLXmsZV_wzsY9n 39.6.10 44-8-0 45.8-0 5x6 = 8 56 = 19 18 17 16 15 14 13 12 5x6 = 2x4 11 4x6 = 5x8 _ 5x8 = 2x4 II 5x8 — 5x8 = 2x4 II 1 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.83 BC 0.24 WB 0.89 Matrix-SH DEFL. In (loc) Vdefl Ud Vert(LL) -0.31 15-16 >999 240 Vert(CT) -0.57 15-16 >924 180 Horz(CT) 0.11 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 262 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4-6: 2x4 SP M 31, 6-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-11-0 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpt 7-16. 7-13 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1700/0.8-0, 10=1700/0-8-0 Max Horz 2=-70(LC 17) Max Uplift 2=-457(LC 8), 10=-457(LC 9) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3637/2278, 3-4=-3239/1977, 4-5=-3874/2397, 5-7=-3874/2397, 7-8=-2954/1893, 8-9= 3231/1970, 9-10_ 3641/2283 BOT CHORD 2-19=-2031/3291, 18-19=-2031/3291, 16.18=-1593/2943, 15-16=-2095/3887, 13-15=-2095/3887, 12-13= 1937/3295, 10-12=-1937/3295 WEBS 3-18=-386/469, 4-18= 149/406, 4-16=-626/1198, 5-16= 429/369, 7-15=0/301, 7-13=-1204/638, 8-13=-451/875, 9-13=-398/481 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.opsf; h=15ft; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Corner(3) -1-0-0 to 5-1-6, Extedor(2) 5-1-6 to 45-8-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=1b) 2=457, 10=457. Thomas A. Albani PE No.39380 Welt USA, Inc. FL Caft 6634 8904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING . Vorffy dosrgn pammofors and READ NOTES ON THIS AND INCLUDED MITEN REFERANCE PAGE M11.7473 rov. 11193,1015 BEFORE USE. Design valid for use only wilh MIIekO connectors. This design Is based only upon parameters shown. and Is for on Individual building component. not a Imss system. Before rise. the bwltdlrlg designer mint verity the applicability of design parameters and property Incorporate this design Into Be overall building design. Bracing Indicated Is to prevent buckling of Individual pass web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal klivay and property damage. For general guidance regarding the labdcallon, storage. delivery, erection and tracing of trusses and truss systems, seeANSI/TPI I Quality Criteria. DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable horn Truss Rate Institute, 218 N. Lee Street, Suile 312. Alexandria. VA 22314. Tornpa. FL 33610 Job Truss Truss Type Ply WP0213 A04 Cty Hip 2 1 0213T13026345 Reference (optional) umicters rlrsn ource, I ampa, r-rarn t ny, rtonua aa000 . --r , --•.. -. -- -- -- - -- - -- - - - I D:4xiZSy05pnperCOHM L 1 Og 1 zP836-K PORC NI I D08o8KhnbdOxws2Evl KsW vEg? W J3XMzsY9m 1-0-0 7.7.12 13-0-0 19-3.4 25-4-12 31-8.0 37-0-4 44-8.0 45-8-p 1-0.0 7.7-12 5-4-4 6 3.4 6-1-8 6-3.4 5 4.4 7-7-12 0 Scale = 1:79.5 3x8 = Sx8 — 2x4 II 4x6 = Sx6 = soot 4 5 6 7 8 rn Ivd 1.5x8 STP = 19 18 16 15 13 12 1.5x8 51 P = 4x6 = 2x4 II 3x4 = 4x6 — 3x8 = 2x4 11 4x6 = 3x8 = 2x4 II 4x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20171TP12014 CST. TC 0.79 BC 0.78 WB 0.53 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Udell Ud 0.33 15-16 >999 240 0.62 15-16 >848 180 0.20 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 232 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2.0 oc pudins. 4-6,6-8: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-1-6 oc bracing. BOT CHORD 2x4 SP No 1 'Except' WEBS 1 Row at midpt 7-13 14-17: 20 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1700/0-8.0, 1D=1700/0-8-0 Max Horz 2=81(LC 16) Max Uplift 2=-437(LC 8), 10=-437(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3524/2169, 3-4=-2988/1873, 4-5=-3249/2076, 5-7=-3249/2076, 7-8=-2720/1784, 8-9= 2988/1873, 9-10=-3523/2170 BOT CHORD 2-19=-1881/3157, 18-19_ 1881/3157, 16-18=-143012707, 15-16=-1719/3249, 13-15=- 1719/3249, 12-13=-1788/3157, 10-12= 1788/3157 WEBS 3- 19=0/276, 3-18=-539/529, 4-18=-226/416, 4-16=-419/833, 5-16=-352/306, 7-13=- 822/416, 8-13=-487/851, 9-13=-539/530, 9-12=0/276 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUI1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h=15111; Cat. 11; Exp C; Encl., GCpi=0. 18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5-0-0 to 45-8-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1. 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at Joint(s) except qt=lb) 2=437, 10=437. Thomas A. Albani PE No.39360 MITsk USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23, 2018 WARNING • Verily design parameters and READ NOTES ON THIS AND WCL UDED MrTEK REFERANCE PAGE 11,111-7473 rov. 1&0=15 BEFORE USE. Design valkd for use only with Mllek® connectors. This design Is based only upon parameters shown. and Is lot an individual building component, not a frrtss system. Berate tie, the btAlding designer must veifty the applicability of design parameters and pxoperfy Incotporale this design Into the overall brAdfrq design [ bating Indicated Is to prevent buckling of Individual inns web and/or chord members only. Additional temporaryantd permanent txacing M iTek' is always required lot stability and to pevent coifgne with possibe personal trikay and property damage. For general grAdance regarding the IabdCallon, storage, delivery, enecllon and txacing of trusses and frus systems, seeANSI/TPI I Quality Criteria, DSB-a9 and BCSI Building Component 6904 Parke East Blvd Safety Information avallabie from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. TonVa. FL 33610 Job Truss TrussTyp13 Qty Ply WP0213 A05 Hip 2 1b P0213T13026346 Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.13u s z5ep 15 201 I Mf I ex industries, Inc. I ue Jan co dncccc cv 15 rage I D:4xiZSyQ5pnperCOHM L 1 Og 1 zP836-ocapPlJwzKGf ITGz9KyAS4 bMn3eaF NapDA2c3pzsY91 1.0- 7-4-11 15-0.0 22-4.0 29-8-0 37-3.5 44.8.0 4 •8- 0- 7-4-11 7-7.5 7.4.0 7-4.0 7.7.5 7-4.11 -0- 5.00 12 5x8 = 2x4 11 5x8 = Scale = 1:81.0 1.Sx8STP= 18 17.. `. 15 "13 12 15xB51r= 4x6 = 2x4 II 46 = 3x8 = 30 = 2x4 It 4x6 = 3x4 = 4x6 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.32 15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.59 13-15 >895 180 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.21 10 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-SH Weight: 226 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4-5,7-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 3-17. 9-13 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1700/0-8-0, 10=1700/0-8-0 Max Horz 2=93(LC 12) Max Uplift 2=-417(LC 8), 10=-417(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3561/2217, 3-5=-2851/1783, 5-6=-2893/1905, 6-7=-2893/1905, 7-9=-2851/1783, 9-10=-3561 /2217 BOT CHORD 2-18=-1933/3197, 17- 1 8=- 1933/3197, 15-17=-1325/2562, 13-15=-130612562, 12-13=-1840/3197, 10-12=-1840/3197 WEBS 3-18=0/ 314, 3-17— 704/660, 5-17=-198/491, 5-15=-266/600, 6-15=-443/372, 7-15=-266/600, 7-13=-198/491, 9-13=-704/660, 9-12=0/314 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5-0-0 to 45-8-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except QI=lb) 2=417,10=417. Thomas A. Albani PE No.39360 MiTsk USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7173 rov. 1QiD MIS BEFORE USE. Design valid tot use only with Milek®conneclors. Ms design is trEecl only upon pmameters shown. and Is for an tindivldual building component, not a truss system. Before use. the building designer must veilfy the appllcability, of design p atarneters and properly Incorporate this design Into the overall b ulclirlg design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing Welk" Is always recµdred for stablllly and to prevent collapse with possible personal ft*sy and property damage. For general guidance regarding the fabrication. storage, delivery. emclion and bracing of trusses and truss systems seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Eosl Blvd. . Safety Information ovallable from Truss Plate Institute, 218 N. Lee Sheet. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Ply WP0213 T13026347 W P0213 A06 Hip Oty 2 1 Job Reference (optional) tsufaerS rirsibource, I amps, Ylant airy, rrorlud OO000 ... — a —F ., — , —.. _^ .. — — — .- • •-a•- ID:4xiZSyOSpnperCOHML1OglzP836-GoBBd3KYkeOWNdr9l2TP?H7bMSz1 olzSgo9bFzsY9k 1-0• 5-11-10 11-8-15 17.0.0 22.4.0 27-8-0 32-11-1 38-8-6 41-8-0 -8- 0- 5.11.10 5.9.5 5.3-1 5-4-0 5-4-0 5-3-1 5-9-5 5-11.10 -0- Scale = 1:78.0 5.o0 12 5x6 = 3x8 = 5x6 = 6 7 8 3x8 = re 18 17 16 3x8 = 3x4 = 44 = 2x4 II 3x8 = 3x4 = 3x8 = 4x6 = M LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CST. TC 0.73 BC 0.99 WB 0.59 Matrix-SH DEFL. in (loc) Well L/d Vert(LL) 0.31 17 >999 240 Vert(CT) -0.62 18-20 >852 180 Horz(CT) 0.21 12 n/a n/a PLATES GRIP MT20 244/190 Weight: 244 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-18, 7-16 REACTIONS. (lb/size) 2=1700/0-8-0, 12=1700/0-8-0 Max Horz 2=104(LC 12) Max Uplift 2=418(LC 12), 12=-418(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3562/2280, 3-5=-3380/2197, 5-6=-2635/1724, 6.7=-2391/1651, 7-8=-2391/1651, 8-9=-2635/1724, 9-11=-3380/2197, 11-12=-3562/2281 BOT CHORD 2-20=-2010/3200, 18-20— 1586/2794, 17-18=-1289/2526, 16.17=-1289/2526, 14-16= 1550/2794, 12-14— 1916/3200 WEBS 3-20=-222/369, 5-20=-306/485, 5-18=-572/529, 6-18= 424l734, 7-18=-393/166, 7-16=-393/166,8-16= 424/734,9-16=-572/529, 9-14=-306/485,11-14= 222/369 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.OpsF h=151t; Cat. II; Exp C; Encl., GCpi=O.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5.0-0, Exterior(2) 5-0-0 to 45-8-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Qt=lb) 2=418, 12=418. 3 I6 Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cart 6634 69U Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING - Verify design peremsten and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 6111.7473 rov. IaGN2015 BEFORE USE. Design valid for use oNy with Mllek® connectors. Ihls design Is based orgy upon paramelers shown, and Is for an Individual Wilding component. not a IT= system. Before Mo. Ile txdlding designer must verity the arx111calAlfy of design parameters and properly Incorporato this design Into the overall Bracing Indicated Is to buckling Indh4dtxll from web and/or chord members only. Addlllonal temporary and permanent tracing WOWbuildingdesign. pevent of Is always required for stabilily and to Ixevent collapse with Iossaole personal klpuy and properly damage. For general guidance fegarding the 6904 Parke East Blvdfabrlcallorxstorage, delivery. erecffon arxd tracing of trusses antl truss systems, seeANS111PI I Quality Criteria, OSB-a9 and BCSI Building Component Tempe. FL 33610SafetyInformationavailablefromTrussPlateInstitute. 218 N Lee Street. Suite 312. Alexandria. VA 22314. Job Truss Truss Type Ply WP0213 A07 HIp Oly 2 1b P0213T13026348 Reference (optional) tiumers rlrstzAource, Tampa, rrant u.ny, rrunua o00oo 5.00 f 12 ID:4xiZSyQ5pnperCOHML1OglzP836-k_hagPKAVxXN?nQLGI eXVgiRsJ-jIz6hUXj7hzsY9i 19.0.0 25-8-0 32-0-1 37.7.12 44-8-0 45-8-0 6.4.1 6-8 0 6-4-1 5 7-11 7-0-4 0 Sx8 = 6 5x6 = 7 Scale = 1:81 0 1.5x8 STP = 20 19 17 16 " 14 13 1.5x8 STP = 3x8 = 2x4 11 3x4 = 4x6 — 3x4 = 3x8 = 4x6 — 3x4 = 2x4 it 3x8 = 12.7.1 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 CSI. TC 0.90 BC 0.95 WB 0.40 Matrix-SH DEFL. in (loc) Vdell Vd Vert(LL) 0.30 17 >999 240 Vert(CT) -0.55 17-19 >969 180 Horz(CT) 0.21 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 243 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-17, 6-16, 8-16 REACTIONS. (lb/size) 2=1700/0-8-0, 11=1700/0-8-0 Max Horz 2=116(LC 16) Max Uplift 2=-432(LC 12), 11=-432(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3545/2254, 3-5=-3039/1969, 5-6=-2461/1649, 6-7=-2219/1594, 7-8=-2461/1649, 8-10=-3039/1969, 10-11=-3545/2255 BUT CHORD 2-20=-1966/3179, 19-20=-1966/3179, 17-19=-1536/2752, 16-17=-1097/2218, 14-16=-1507/2751, 13-14— 1873/3179, 11-13— 1873/3179 WEBS 3-20=0/259, 3-19=-497/485, 5-19=-182/403, 5-17=-707/576, 6-17=-328/594, 7-16=-319/584, 8-16=-706/575, 8-14=-182/402, 10-14= 497/486, 10-13=0/259 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsh h=15f1; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 45-8-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joini(s) except Qt=lb) 2=432, 11=432. Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date•. January 23,2018 WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1I.7473 rov. 14103MI S BEFORE USE. Design vdld for use only with Mnek® connectors. This design Is based only upon parameters shown. and Is for an individual bwading component, not a truss system. Before use, the Wading designer must verify the c4_01cabeity, of design parameters and iropeily tncorporato this design Into the overall building design. ifFactng Indicated Is to pnevenf buckling of Individual truss web and/or chord members only. Addltlonal temporary and permanent bracing MiTek is always required for stability and to rxevent collapse wllh possible petsorxb Irlluuy and property damage. For general guidance regarding the 6904 Parka East Blvd. fabrication, storage, delivery, erection and bracing of trusses and tnrss systems, seeANSI/TPI I Quality Criteria, DSB-69 and SCSI Building Component Tampa, FL 33610SafetyInformationavallablefromTrussPlateInstiMe, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Job Truss Truss Type Oty Ply WP0213 T13026349 W P0213 A08 Hip 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 Mi I ek Industries, Inc. t ue Dan 23 07:22:25 2u1 a Page! I D:4xiZSyO5pnperCOHML 1 Og 1 zP836-C BFy21 LoG F1Edx*)YgSVt4iC u6Gf MSjTGw8HGg8zsY9i 1-0• 6-11-14 13-2.14 21-0-0 23-8-0 30.11-2 37.8-2 44.8.0 4 -8- 0• 6.11.14 7-3-2 2-8-0 7-3-2 6-9.0 6 11-14 o-OP 5.00 12 Sx8 = 5x6 = Scale = 1:81 0 15x8STP= 18 17 rC 1s 14 1u 12 11 1.5x8STP= 3x8 = 2x4 II 3x4 = 4x6 — 3x4 = 3x8 = 4x6 = 3x4 = 2x4 II 3x8 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20171TPI2014 CST. TC 0.91 BC 0.94 WB 0.58 Matrix-SH DEFL. in (loc) Vdefl Ud Vert(L-) 0.31 15-17 >999 240 Vert(CT) -0.59 15-17 >899 180 Horz(CT) 0.21 9 We n/a PLATES GRIP MT20 244/190 Weight: 252 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2.0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-15, 5-14, 7-14 REACTIONS. (lb/slze) 2=1700/0.8-0, 9=1700/0.8-0 Max Horz 2=128(LC 12) Max Uplift 2=-446(LC 12), 9=-446(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3551/2278, 3.4=-2980/1943, 4-5=-2288/1570, 5-6=-2046/1531, 6-7=-2291/1572, 7-8=-2979/1943, 8-9=-3552/2278 BOT CHORD 2-1 8=-1989/3185,17-18=-1989/3185, 15-17=-1511/2704, 14-15=-982/2042, 12-14=-1486/2703, 11-12_ 1696/3186, 9-11_ 1896/3186 WEBS 3-18=0/275, 3-17=-556/527, 4-17=-161/459, 4-15=-844/669, 5-15=-372/594, 6.14=-362/590, 7-14=-840/666, 7-12=-160/456, 8.12=-557/528, 8-11=0/276 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasil=108mph; TCDL=4.2psh BCDL=3.Opsf; h=151t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extenor(2) 5-0-0 to 45-8-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf 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 = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=446, 9=446. Thomas A. Albani PE No.39380 MITak USA, Inc. FL Cart 6634 6904 Parka Ent Blvd. Tampa FL 33610 Date. January 23,2018 WARNING- Vorlfy dadgn paramotam and READ NOTES ON THIS AND MCLUDEDWEK REFERANCE PAGE M11.7473 mv. 10/03,2015 BEFORE USE. Design valld for use only with MllekG connectors this design Is based only upon parameters shown, and Is lot an IrdNkkxi building component, rat a tnrss systern. Before use, the b dlding designer must verity the applicability of design parameters and piop erly tricoiporale, this design Into the overall building design. Btactr181ndicated Is to pxevenl buckling of Individual truss web and/or chard members only. Additional temporary and permanent txacing WO_ Is always required for stability and to prevent collapse with possible personal Inlluay and pxopetfy damage. For general guidance regarding the 6904 Parke East Blvd. fabtkallon, storage. delivery, election and brocing of Insets and fntss systems. seeANSI/1PI1 Quality Criteria, DSB-a9 and BCSI Building Component Tampa, FL 33610SafetyInformationavailableIranTrussPlateInstitute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Job Truss Truss Type Qty Ply W P0213 T13026350 W P0213 A09 Common 7 1 Job Relerence (optional) Builders FnstSource. Tampa, Plant City, Florida 33566 B.13u s pep 15 zut r Mi i ex mausries, inc. r ue dan 23 vnccu cv r o 'ayn . I D:4xiZSyQ5pnperCOHM L 1 Og 1 zPB36-8Z NiSR N3osvysF8wytXL971 Dd4OOweJYNSmNkOzsY9g 1-0• 7.11-6 15.7-6 29-0.10 36-8.10 44-8-0 •11 0 7-11-6 7.7-15 6% 22-4-0 . 10 6-8-10 7-7-15 7-11-6 0- 4x6 = 18 2x4 11 5x6 = 5.00 12 17 w " 15 " 13 12 4x6 = 3x8 = 3x4 = 2x4 II 3x4 = 4x6 = Scale = 1:75.0 4Xb = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.32 15-17 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) 0.51 15-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.19 10 n/a rVa BCDL 10.0 Code FBC2017fTP12014 Matrix-SH Weight: 234 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 1-4,8-11: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-9-13 oc bracing. BOT CHORD 2x4 SP No.1 'Except' WEBS 1 Row at midpt 6-15, 7-15, 9-13, 5-15, 3-17 14-16: 20 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1700/0-8-0, 10=1700/0-8-0 Max Horz 2=135(LC 12) Max Uplift 2=-454(LC 12), 10=-454(LC 13) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3530/2527, 3-5=-2815/2123, 5-6=-2170/1814, 6-7=-2170/1814, 7-9=-2815/2123, 9-10=-3530/2527 BOT CHORD 2-18=-2119/3164, 17-18=-2119/3164, 15-17=-1613 2524, 13-15=-1619/2524, 12-13= 2113/3164, 10-12=-2113/31(>4 WEBS 6-15=-943/1286, 7-15=-840/755, 7-13=-202/492, 9-13=-713/634, 9-12=0/330, 5-15=-84Of755, 5-17=-202/492, 3-17=-713/634, 3-18=0/330 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5-0-0 to 22-4-0, Comer(3) 22-4-0 to 28-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS 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 nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) 2=454,10=454. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Onto: January 23,2018 WARNING- Verity design psremstsrs rind READ NOTES ON THIS AND INCLUDED Mr7EK REFERANCE PAGE M11.7473 rev. 10rD32015 BEFORE USE. Design voild for use only with Mllek®conneclors. Ihls design Is based only upon parameters shown. and is for et Individual building component. not a truss system. Before use. the building designer must vedty the applicability of design parameters and properly Incorporate this design Into the overall txNding design. Bracing Indicated Is to prevent buckling of Individual bass web and/or chord members oNy. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possaxe p etsonal Way and property damage. For general guldatce regarding the fabrication. storage, delivery. erection and bracing of trusses and tnis systems, seeANSIPPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information avallatNe from truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tanya, FL 33610 Job Truss Truss Type Qty Ply WP0213 A010 Roof Special 1 1 0213 Job -Reference (optional) Btldders I-irsitiource, i ampa, viam c,iry, rtonaa stoaa 1-0- 5-3-8 12-8-0 0- 5-3-8 7-4-8 6x8 = 5.00 12 4 o.io aonN io c ii ry rC OHM L 1 Og 1 zP836-ZtXQ W eC H5Z8xA54 E7xH3bAlsUQkjeC 5V9GNe Ec 33-8-0 39-6-10 44-8.0 4¢-i 6-5-15 5-1010 51.6 C 7x10 = 2x4 11 Sx8 = 5x8 = 6x8 = Scale = 1:78.8 0 2 16 5x6 = eu 19 is 17 16 14 13 5x6 = 4x6 = 5x8 — 5x8 = 2x4 I I 5x8 = 2x4 II 6x8 = 5x8 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.82 BC 0.22 WB 0.86 Matrix-SH DEFL. Veri(LL) Vert(CT) Horz(CT) in •(loc) Vdefl Ud 0.31 16-17 >999 240 0.52 16-17 >999 180 0.11 11 n/a n/a PLATES GRIP MT20 2441190 Weight: 284 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 1-4: 2x4 SP M 31, 5-7,7-9: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 6-5-6 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpt B-14 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1700/0-8-0, 11=1700/0-8-0 Max Horz 2=79(LC 12) Max Uplift 2=-402(LC 9), 11=-515(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3686/2686, 3-4— 3437/2465, 4-5=-3801/2723, 5-6=-4027/2771, 6-8=-4026/2770, B-9=-2980/2234, 9-10— 3251/2290, 10-11=-3643/2596 BOT CHORD 2-20=-2385/3345, 19-20=-1703/2775, 17-19=-2101/3448, 16-17— 2309/3843, 14-16— 2309/3843, 13-14— 2301/3297, 11-13=-2301/3297 WEBS 3-20=-353/550, 4-20= 380/502, 4-19=-1469/2251, 5-19=-1973/1408, 5-17=-438/816, 6-17=-414/358, 8-14_ 1056/681, 9-14=-532/904, 10-14=-379/486 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psh BCDL=3.Opsf; h=15ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) -1-0-0 to 5-1-14, Exterior(2) 5-1-14 to 12-8-0, Corner(3) 12-8-0 to 39-6-10, Extedor(2) 39-6-10 to 45-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 402 lb uplift at joint 2 and 515 lb uplift at joint 11. Thomas A. Albani PE No.39380 MiTsk USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Data: January 23,2018 WARNING - Verify dosfgn paramoters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MIF7473 rev. f aM,201 S BEFORE USE. Design valid lot use only with Mllek®conneclois. This design Is based only upon parameters shown. and is for an individual building component, not a hus system. Below rise. The Ixdlding designer MUST vadfy the awic(A alty of design paramelers and Ixoperly Incorporate this design Into The overall brdtding design. Bracing Indicated Is to prevent buckling of Individual Iarss web and/or chord mernbcis only. Additional temporary and permanent beating MiTek' IS always regrdied for stability and to rxovent colla{xe with posslUe personal Infury and Ixopeny damage. For general guidance regrading the fabricatlon, storage, delivery. erection and bracing of Inrses and truss systems, seeANSI/TPI I Quality Cdteda, DSB-89 and BCSI Wilding Component 6904 Parke East Blvd. Safety Information ovallatxe from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Ply WP0213 A011 Roof Special aty 1 t 0213T13026352 Reference (optional) Builders FdstSource, Tampa, Plant City, Florida 33566 8.13u s Sep i b 2oi / MI I eK industries, Inc. I ue Jan 23 0722:1 D 2018 rage r I D:4xiZSyQ5pnperCOHM L 1 Og 1 zPB36-V Ff AxKDXdAO1QPEdFM KXgboHyE IS660ncaskJlzsY9s 1-0- 5-2-3 11-0-0 14-4-0 16-4-0 7-84 23-7-7 29.6.13 35-8-0 111-5 44-8-0 -8- 0- 5-2-3 5-8-13 3-4.0 2-0-0 1-4.0 5-11-7 5.11.7 6-1-3 3-3-5 5-8-11 0- Sx8 = 5.00 F172 3x4 _ = 5x6 5x6 = Duo 11 5 6 3x4 = 3x6 = Sx8 = Scale = 1.79.4 3x6 = 24 23 22 21 20 19 18 17 16 15 3x8 = 2x4 II 3x4 = 3x6 = 5x8 = 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 3x8 = 6x8 = 3x6 = CSI. DEFL. in (loc) Vdefl Vd PLATES GRIP TC 0.50 Vert(LL) -0.15 13-15 >999 240 MT20 244/190 BC 0.72 Ven(CT) -0.32 13-15 >732 180 WB 0.87 Horz(CT) 0.03 13 n/a Ida Matrix-SH Weight: 240 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc purtins. BOT CHORD Rigid ceiling directly applied or 5-6-13 oc bracing. REACTIONS. All bearings 0-8-0. lb) - Max Horz 2=70(LC 16) Max Uplift All uplift 100lb or less at joint(s) 18 except 2=-164(LC 12), 20=-485(LC 9). 13=-275(LC 13) Max Grav All reactions 250 lb or less at Joint(s) except 2=563(LC 23), 20=1760(LC 1), 13=838(LC 24), 18=343(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-878/647, 3-4=-315/230, 4-5= 37/304, 5-6=-64/344, 6-7_ 538/970, 10-11=-881/677, 11-12=-1178/905, 12-13=-1421/1152 BOT CHORD 2-24=-503/759,23-24=-503(759,20-22=-741/704,19-20=-970/875,18-19=-339/881, 16-18=-339/881, 15-16= 559/1061, 13-15= 944/1261 WEBS 3-23=-573/623, 4-23=-191/356, 4-22=-646/548, 5-22=-274/176, 6.22=-599/912, 6-20=-690/537, 7-20=-944/673, 11-15= 234/398, 12-15=-256/473, 11-16=-241/258, 7-19=-774/1192, 10-16_ 54/267, 8-19=-318/278, 10-19= 929/667 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-2-3, Extedor(2) 5-2-3 to 11-0-0, Comer(3) 11-0-0 to 14-4-0, Extedor(2) 16-4-0 to 45-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces MW FRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will III between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at )olnt(s) 18 except Qt=lb) 2=164,20=485,13=275 Ibd Thomas A. Albani PE No.39380 MiTsk USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Oats: January 23,2018 WARNING - Vorlly dos/pn paranofen and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rov. 10413 df S BEFORE USE. Design valid lot use only with MlTek0 connectors t is design Is based only upon parameters shown. and Is lot an Individual building component. not a truss system. Before use, tho txdlc lnlp designer mirst verity the applicability, of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to Ixevent t uckllnlg of Individual truss web and/or chord members only. Addlllorxd temporary and permanent bractW MiTe k' Is always required for statAilty and to prevent collapse with possible personal Injury and property damage. For general gtddalce tegading the fabrlcatbnt storage, delivery. erection and tracing of tenses and fnis systems, seeANSI/TP, I Quality Criteria, DS8-a9 and SCSI Building Component 6904 Parke East BNd. Safety Information avdlabte from truss Plate Instltute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty, Ply WP0213 A012 Roof Special Girder 1 1 0213T13026353 Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 5x8 = 5.00 f 12 2x4 11 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 07:22:16 2018 F I D:4xtZSyO5pnperCOHML 1 Og 1 zP836-zSDY9gE90 U W W 1 Yppo4rmDpLL?eeGravxrEbl r! 5-0-0 31.3,2 37-4-8 371 01& -5 /4&0 SBa 680 T &32 &1-8 0 6 2- . 4311 -&C 5xB = 5x6 = 6 7 5x8 = 3x6 = 5x8 = Scale = 1:79.4 3x6 = 27 26 25 24 23 22 21 20 34 191836 35 37 3817 39 16 15 3x6 = 2x4 II 3x8 = 3x6 = 3x6 11 4x6 = 2x4 II 3x6 = 1&4-0 SSO 9-00 72b0 L"—:2 74-0 21.7-2 25-0-0 2&2.7 3-3-13 37-&0 14 5 •8-0 SSo 3.7-0 3•&0 3•&0 -03.3-2 3--1 3.2.7 &1-0 3-1-3 2b-5 •3.71 LOADING ( psl) SPACING- 2-0-0 CST. TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 TCDL 7.0 Lumber DOL 1.25 BC 0.75 BCLL 0.0 Rep Stress Incr NO WB 0.79 BCDL 10.0 Code FBC2017lrP12014 Matrix-SH DEFL. in (loc) Vdefl Ud Ven( LL) -0.0817-19 >999 240 Ven( CT)-0.1917-19 >999 180 Horz( CT) 0.04 13 n/a n/a PLATES GRIP MT20 244/190 Weight: 234 lb FT = 204b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-4-14 oc bracing WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0. lb) - Max Horz 2=58(LC 27) Max Uplift All uplift 100lb or less at joint(s) 22 except 2=-243(LC 27). 20=-930(LC 5), 13— 409(LC 9) Max Grav All reactions 250 lb or less at joint(s) except 2=698(LC 1), 20=2786(LC 1), 13=1083(LC 20), 22= 270(LC 18) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1160/413, 3-4= 788/381, 4-5=-632/410, 5-6=-632/410, 6-7=-415/360, 7- 8— 264/895, 8-10=-219/352, 10-11=-1581/618, 11-12= 1900l789, 12-13=-2089/794 BOT CHORD 2-27=-362/1009, 26-27=-362/1009, 25-26_ 243/743, 23-25— 211/396, 22-23— 310/346, 21- 22= 310/346, 20-21= 1657/566, 19.20=-1657/566, 17-19=-504/1138, 16-17=-635/1761, 15- 16=-666/1852, 13-15=-666/1852 WEBS 3-26— 380/169, 4-26=-65/274, 6-25= 178/660, 6-23= 553/165, 7-23=-147/573, 7- 21 =- 1002/345, 8-21=-277/1010, 8-20= 2629/931, 11-16=-104/372, 8-19= 628/2073, 10- 19=-1688/730,10-17=-79/675,11-17=-261/188 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psf; h=15I1; Cat. II; Exp C; Encl., GCpi= 0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL= 1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22 except GI=lb) 2= 243, 20=930, 13=409. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 149 lb down and 109 lb up at 25- 7-4, 145 lb down and 107 lb up at 27-7-4, 145 lb down and 107 lb up at 29-7-4, 145 lb down and 107 lb up at 31-7-4, 145 lb down and 107 lb up at 33-7-4, and 145 lb down and 107 lb up at 35-7-4, and 250 Ito down and 202 lb up at 37-8.0 on top chord, and 82 lb down at 25-7-4, 81 lb down at 27-7-4, 81 lb down at 29-7-4, 81 lb down at 31-7-4, 81 lb down at 33-7-4, and 81 lb down at 35-7-4, and 262 lb down and 110 lb up at 37-8-0 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). t6 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 66U 8904 Parka East Blvd. Tampa FL 33610 Data: January 23,2018 0 WARNING- Vorrry dosiyn psn eton and READ NOTES ON THIS AND INCLUDED MIEK REFERANCE PAGE Ma'-7473 rov. raN3,201S BEFORE USE. Desl 1 vaikl for use only with Mllek® connectors. huts design Is based oNy upon Txaamelers shown. and Is got an indlvkw building cornlonent. not a Inns system. Before tise. the btillding designer must verify the applicability of design porameters and property Incorporate this design Into the overall Wading design. Biacing Indicated is to prevent buckling of IndMdual truss web and/or chord members only. Addillonal tempoiary and permanent Ixaclng MiTek 5 always required for stablllly and to prevent collapse wllh possible personal Injury and property damage. For general guidance regarding the klrxlcotbn, slotage. delivery, erection and tracing of trusses and Miss systems. seeANSI/1Pl1 Quality Criteria, DS8-a9 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Prate institute. 218 N. Lee Street. Sidle 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Ply WP0213 T13026353 WP0213 A012 Root Special Girder Oty 1 1 Job Reference (optional) Builders FIrstSource, Tampa, Plant city, Fionoa 33see 0.1 JU s oep 10 ZU 1 I MI I eR IIIUUSU IUb, 1116. 1 Uv ddl1 LJ V-4. 1 V LV 1 O rage c ID.4xiZSy05pnperCOHML 1 Og 1 zP836-zSDYggE90U W W 1 Yppo4rmDpLL?eeGravxrEblr9zsYgr LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-6=-54, 6-7=-54, 7-11=-54, 11-14=-54, 2-13=-20 Concentrated Loads (lb) Vert: 11=-153(F) 16=-262(F) 28=-109(F)29— 105(F)30=-105(F) 31=-105(F) 32=-105(F) 33=-105(F) 34=-61(F) 35=-58(F) 36=-58(F) 37=-58(F)38=-58(F) 39=-58(F) Q WARNING - Varlly desgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. f aC1201 S BEFORE USE. Design valkl for use only with M11ek9 connectors. This design Is based oily upon parameters shown. and Is for an kndivldual building component, not a lnrss system Before use, the building designer must verity the applicability of design polaneters and ploperly Incorporate this design Into the overall building design. Racing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bxacing MiTek' is always neciulted for stability and to prevent collapse with possible personal "and property damage For general guidance regarding the fabrk:atlon, storage. delivery, erection and bracing of trusses and fnrss systems. soeANSUiPI I Quality Criteria, DSB-89 and BCS1 Bubtding Component 6904 Parke East Blvd. Safety Information ovdlabxe from Truss Rate tnstlMe, 218 N. Lee Streett, Suite 312. Alexandria, VA 22314 Tampd. FL 33610 Job Truss Truss Type Oty Ply WP0213 A013 Hip Girder 1 1b 1`0213T13026354 Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 B.130 s Sep 15 2017 MI I ex industries, Inc. I ue Jan 23 07:22:1 / 2018 rage t I D:4xiZSyO5pnperCOHM L 1 Og 1 zP836-RemwMOFn9oeNftO?M nM7f Ote 124Sa6J44uLrObzsYgq 4-3-11 7-0.0 12-8.0 18.4.0 21.0.5 25-4-0 4-3-11 2.8.5 5-8.0 5.8-0 2.8.5 4-3-11 S nn Sx8 = 2x4 11 Sx8 = Scale = 1:44.0 2x4 II 3x6 = 3x4 = 3x6 = 2x4 11 3x12 MT20HS = cllch Ib LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC20171TP12014 CSI. TC 0.40 BC 0.37 WB 0.46 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl Ud 0.04 11-13 >999 240 0.0811-13 >999 180 0.01 10 n/a Na PLATES MT20 MT20HS Weight: 122 Ito GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 8=44/0-8-0, 2=656/0-8-0, 1 0=1 197/0-8-0 Max Horz 2=53(LC 12) Max Uplift 8=-68(LC 19), 2=-186(LC 4), 10=-313(LC 5) Max Grav 8=73(LC 20), 2=665(LC 19), 10=1197(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1109/272, 3-4_ 879/256, 4-5=-629/232, 5-6=-629/232, 6-7=-92/492, 7-8=-68/313 BOT CHORD 2-14=-223/966, 13-14=-223/966, 11-13=-168/797, 10-11=-475/161, 9-10=-271/81, 8-9=-271 /81 WEBS 4-13=-38/262, 5-11=-350/191, 6-11=-351/1203, 6-10=-937/294, 7-10=-308/139 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psi; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 8 except Qt=lb) 2=186, 10=313. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING - Verity dodgn peremetere end REA D NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MI14173 rov. 11116MIS BEFORE USE. Deslgrn volld for use only with MI lek®connectois. lhts design Is based only upon patamelers shown. and Is for an 6x11Ndual building cornporlenl. not a I1155 system. Moro use, the b ullcilry; designer must verity the applicability of design parameters and property kncorporale this design Into the overall building design. Racing Indicated Is to prevent buclding of IndMdU0I truss web and/or chord members only. Addlllonal temporary and permanent bracing Welk' Is always requlrod for stability and to provent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of misses and fruss systems. weANSI/IPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Porke East Blvd. Safety Information available from truss [dale Institute. 218 N. Lee Street. Sulle 312. Alexandria, VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply WP0213 CJ1 Jack -Open 10 1b P0213T13026355 Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 ts.13u s zsep 1e ZU1 f Mi f ex industries, Inc. I ue Jan 23 07122*27 Lu Ia rays i I D:4xiZSyQ5pnperCOHM L 1 Og 1 zP836-BZ NiSR N3osvysF8wytXL971 PQ4ZN wlyYNSmNkOzsY9g 1.0.0 1.0-0 1.0-0 1.0-0 2x4 = 1.5x8 STP = LOADING (pst) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 TCDL 7.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017ITP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=-8/Mechanical, 2=125/0-8-0, 4=9/Mechanlcal Max Horz 2=30(LC 8) Max Uplift 3=-8(LC 1), 2=-69(LC 8) Max Grav 3=15(LC 8), 2=125(LC 1). 4=18(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Stale = 1:6.5 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.00 2 >999 240 MT20 244/190 Vert(CT) -0.00 2 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140n1ph (3-second gust) Vasd=108niph; TCDL=4.2p8f; BCDL=3.0pS1; h=151t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at Joint 2 = 0% 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. Thomas A. Albani PE No.39380 MiTsk USA, Inc. FL Carl 6634 904 Parks East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING -Verify ar"Ign parameters and READ NOTES ON THIS AND INCLUDED MfrEK REFERANCE PAGE M0-7473 rev. 1W03/1015 BEFORE USE. Design valkl for use only with Mllek® connectors. This design Is b asecl only upon parameters shown. and Is for an individual bustling component. not a truss system Before use, the building designer mast verify the applkabslly of design pxaanelers and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek_ Is ahvays tectulred for stability and to prevent collapse with pessItAe personal Injury and property damage. For general guidance regarding the fatricallom storage, delivery. erection and bracing of trusses and truss systems. soeANSI/TPI1 Quality Criteria, DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Flare Institute, 218 N. Lee Street, Sulte 312. Alexandra. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply T13026356 WP0213 CJ3 Jack -Open 9 1b P0213 Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 B.i sD s z5ep 1 b zu1 l Mf f ex industries, inc. i ue .Ian za 07:22:26 zu i o Faye i I D:4xiZSy05pnperCOHM L 1 Og 1 zP836-dmx4g nOhZA 1 pUOj7Vb2ai LgZ2TuZICCic6VwGSzsY9f 1-0-0 3-0-0 1-0-0 3-0-0 Scale = 1:10.8 3x4 = 1.5x8 STP = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 We n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 3=52/Mechanical, 2=187/0-8-0, 4=26/Mechanical Max Harz 2=59(LC 12) Max Uplift 3=-42(LC 12), 2=-72(LC 8) Max Grav 3=52(LC 1), 2=187(LC 1). 4=52(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult_140111ph (3-second gust) Vasd=loaniph; TCDL=4.2psf; BCDL=3.Opsl; h=1511, Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other five 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 girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING - Vodly dosign pammotere end READ NOTES ON THIS AND INCLUDED M/TEN REFERANCE PAGE M0-7473 rov. ION3R015 BEFORE USE. Design valid for use only with Mllek® connectors. fill deslgn Is bcaecl only upon p3tameters shown. and Is for an frxOvldual b ldi g cornponent. not O tn1Si system. Before use. the building designer must verity the applicability of design parametersand properly Incoqoorato this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual tnts web and/or chord members only. Addltlonat temporary and permanent btactng M iTek' Is always required (or stability and to prevent collapse with possible personal Injury and properly damage. for general guidance regarding the fabrlcallon. storage, delivery. erecflon and bracing of inrsses and Miss systems, seeANSI/rPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plule Institute. 218 N. Lee Street. Sulle 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply W T13026357 WP0213 CJ3A Jack -Open i 1 Jyb"R2ef`arence optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 07:22:28 2018 Page 1 ID:4xiZSy05pnperCOHMLI OglzPB36-dmx4gnOhZA1 pU017Vb2aiLgaxTuMlCCic6VwGSzsYgf 1-0-5 3-0.0 1-0-5 1.11.11 Scale = 1:10.8 axe II 1.5x81STP = 1.0 5 1-0-5 3-0-0 1-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 rba rVa BCDL 10.0 Code FBC2017lTP12014 Matrix-R Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puriins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=103/0-8-0, 3=70/Mechanical, 4=33/Mechanical Max Horz 5=33(LC 9) Max Uplift 5=-24(LC 12), 3=-43(LC 12) Max Grav 5=103(LC 1), 3=70(LC 1), 4=52(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VUI1=140111ph (3-Securtd gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.0ps1; h=1511; Cat. II; Exp C; Encl., GCpi-0.18; MW FRS (envelope) and C-C Corner(3) 0-1-12 to 1-0-5, Extedor(2) 1-0-5 to 2-11-4 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 5, 3. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date. January 23,2018 0 WARNING - Verily desgn parnmoton and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M0.7/73 rov. 1 &11 2015 BEFORE USE. Design valid for use only with MnekO connectors. This design Is twsed only upon parameters shown. and Is for an individual building component. not a truss system. Before use. the building designer roust verity the applicability of design Ixnameters and properly Incorporate this design Into the ovetall bttllc lrlg design. Bracing Indicated Is to prevent Lutckiirlg of Irxllvidual inns web and/or chord members only. Additional temporary and permanent bracing M iTek' is always regldted for stability and to pievenl collapse with possible personal alhay and property damage. For general gtAdance regarding the fabrication, storage, delivery, erection and bracing of trusses and fnrs systems, sce:ANSI/TPI I Quality Crilerlo, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from lrus Plate Institute, 218 N Lee Street, Sulte 312, Alexandria. VA 22314 Tampa. FL 33610 Job Truss Truss Type Oty Ply WP0213 CJ5 Jack -Open 9 1b 130213T13026358 Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 07:22:29 2018 Page 1 ID:4xiZSyO5pnperCOHML 1 Og 1 zP836-5yVTt6OJKU9g5YIJ31apEYNfatBvOeSrgmFUpvzsY9e 1.0.0 5-0.0 5-0-0 3x8 = 1.5x8 STP = 5.0.0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.03 2-4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.05 2-4 999 160 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a We BCDL 10.0 Code FBC20171TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-81(LC 12), 2= 75(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:15.8 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10. VUIt=1401npll (3-second gust) Vasd=108nnph, TCDL=4.2p81; BCDL=3 Opsl; h=1511; Cal. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. Thomas A. Albani PE No.39380 MiTsk USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING- Vedly doslprn parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE M11.7/73 rov. 1aW201S BEFORE USE. Design vatkl for use only with MI lek® connectors. this design Is tamed only upon lxaameters shown. and Is for an individual b ilding component. not a tnuss system. Before use. the bwildlrng designer must verity the aWicubility of design p aiamelers and lxoperly Incorporate this design Into the overall txullding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addlllonal temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possflAe personal Inpay and piopeny damage. for general guidance regarding the 6904 Parke East Blvd. fablcation. storage, delivery, erection aril bracing of trusses and truss systems. seeANSI/1PI I Quality Criteria, DSB-89 and BCSI Building Component Tampa. FL 33610SafetyInformationavailablefromtrussPlateInstltute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Job Truss Truss Type Oty Ply WP0213 CJ5A Jack -Open 1 1 0213T13026359 Reference (optional) Builders FlrslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. 1 ue Jan 23 07:22:30 2018 rage 1 ID:4xiZSy05pnperCOHMLI OglzP836-Z83r5SPx5nHXlitVdO52nmwrdHXZ75h?30_1 LLzsY9d 3-0-5 5-0-0 3-0-5 ---1-11.11 3x4 J LOADING (psf) SPACING- 2-0-0 CST. TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 TCDL 7.0 Lumber DOL 1.25 BC 0.30 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix-R 5.00 112 Scale = 1:16.5 DEFL. In (loc) Vdefl L/d PLATES GRIP Vert(LL) 0.04 4-5 >999 240 MT20 244/190 Vert(CT) -0.05 4-5 >999 180 Horz(CT) -0.03 3 n/a n/a Weight: 17 lb FT = 20°6 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 5=177/0-8-0, 3=122/Mechanical, 4=55/Mechanical Max Horz 5=53(LC 9) Max Uplift 5=-47(LC 8), 3=-69(LC 12) Max Grav 5=177(LC 1), 3=122(LC 1), 4=90(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-137/284 Structural wood sheathing directly applied or 5-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=150; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) 0-1-12 to 3-0-5, Extedor(2) 3-0-5 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MIN FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date. January 23,2018 WARNING- Verify dosrpn paramafen; end READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M9.7473 rev. 1aN3,2015 BEFORE USE. Design valid for use only with MITek® connectors. this design Is rased only upon parametersshown, and Is for an tridivldual building component. not a truss system. Before rise, the btdlding designer mLat verity the applicability of design parameters and properly Incaporale this design Into the overall building design. Bocing Indicated Is to prevent buckling of IndMdual muss web and/or chord members only. Addltlonal temporary and permanent tracing MiTek' Is always required for stability and to prevent coliai se wllh possible personal lriluiy and property damage. For general gLAda ce regarding the fab ilcallm storage, delivery, eiectlon and bxocing of (rases and Iruss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from huss Hate Institute- 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply WP0213 T13026360 W P0213 EJ7 JACK -OPEN 30 1 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep i s 2W r Mi i ek mau5mes, u,c. rue Barr ca vr.cc.ov cv r o rave ID:4xiZSyO5pnperCOHML10glzP836-Z83r5SPx5nHXjitVdO52nmwkYHSw75h?30_l LLzsY9d 1.0-0 7-0-0 1-0.0 7-0-0 3x8 = 1.Sx8 STP = LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TO 0.93 TCDL 7.0 Lumber DOL 1.25 BC 0.59 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017fTP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=159/Mechanical, 2=324/0-8.0, 4=78/Mechanical Max Horz 2=122(LC 12) Max Uplift 3=-102(LC 12), 2=-85(LC 12) Max Grav 3=159(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:19.8 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) 0.13 2-4 >594 240 MT20 244/190 Vert(CT) -0.18 2-4 >431 180 HOrz(CT) -0.00 3 n/a n/a Weight: 23 lb FT = 20°6 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUI1=140n1ph (3-second gust) Vasd=1051nph; TODL=4.2pst, BGDL=3.0ps1; h=151t; Cal. II, Exp C, Encl., GCPI=0.18; MW FRS (envelope) and C-C Corner(3) -1-0-0 to 5-0-0, Exledor(2) 5-0-0 to 6-11-4 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a five load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except at=lb) 3=102. Thomas A. Albani PE No.39380 MITek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING. Vorfry dosfyn paramorors end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M111-7473 rov. 1003120f 5 BEFORE USE. Design valldfor use only with Mllek® connectors. ails design Is based only upon parameters shown. and Is for an Individual bNding componenl, not a truss systern. Before use. the bxdlding designer must verity the applicability of design parameters and popetly hicorporale this design Into the overall buDding design. Bracing Indicated Is to prevent b ucktirlg of Individual Inns web and/or chord members only. Addlilonat temporary and permanent txacing MiTek* Is always required for stablilly and to prevent collapse with possibo personal tray and property damage. for general guidance regarding the fabilcatlon, sfomge. delivery, erection and bracing of trusses and Irtm systerns seeANSI/IPI I Quality Criteria, DSB•a9 and BCSI Bullding Component 6904 Parke East Blvd Safety Information available from truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss TrussTy0e Oty Ply WP0213 EJ7B Jack -Open 1 1 0213T13026361 Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 3x6 = 1.5x8 STP= Plate Offsets (X,Y)-- L1:0-0.2,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 TCDL 7.0 Lumber DOL 1.25 BC 0.73 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017lrP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=244/0.8-0, 2=165/Mechanical, 3=79/Mechanical Max Horz 1=111(LC 12) Max Uplift 1=-53(LC 12), 2=-104(LC 12) Max Grav 1=244(LC 1), 2=165(LC 1), 3=121(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown 8.130 s Sep 15 2Oi r Mi i ex inausines, inc. i ue den ca ur:,22.3i cv ro rage 1 ID: 4xiZSyO5pnperCOHML1OglzP836-1KdDloQZs5POLsSiBfcHKzSxRhl sYx814kbtnzsY9c Scale = 1:19.8 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert( LL) 0.16 1-3 >481 240 MT20 244/190 Vert( CT) -0.18 1-3 >436 180 Horz( CT) -0.00 2 n/a rVa Weight: 22 lb FT = 20 % BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-6 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10, VUI1=140n1ph (3-secund gust) Va8d=108ntph, TCDL=4.2ps1; BCDL=3.0psf; h=1511, Cal. II; Exp C; Encl., GCPI= 0.18; MW FRS (envelope) and C-C Comer(3) 0-4-0 to 6-4-0, Extedor(2) 6-4-0 to 6-11-4 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 3) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except Qt=lb) 2= 104. Thomas A. Albani PE No.393E0 MiTsk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING - Vardry dosign peremeters end READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M*7473 rev. 1=202e I S BEFORE USE. Design valid for use only with Mllek9 connectors. Ihts design Is based only upon rrxameters shown. and Is for an Individual b ullddng cornponenl. not a IUrss system. Before Ursa. the brdlding designer must verify the apllicabilty, of design pawmeters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent b uclding of Individual Iniss web and/or chord members only. Additional temporary and pennanent bracing M iTek' Is always iectulied dot stability and to prevent collopse with possible personal Inddy and property damage. For genetal gUddence regarding the fabricatlon, storage, delivery, erection and txacing of trusses and Iniss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Buading Component 6904 Parke East Blvd Safety Information avallab>le from Truss Plate Institute, 218 N. Lee Street. Sulte 312. Alexandria. VA 22314. Tompe. FL 33610 Job Truss Truss Type Oty Ply WP0213 H1 Roof Special Girder 1 1b P02113 Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 a.13o s 5ep 1 b 201 I Mi i etc mousrnes, Inc. i ue ,Ian zs arzZ:sz zu 1 a rage i I D:4xiZSyO5pnperCOH M L 1 Og 1 zP836-VXAbW 8 RBdPXFyO 1 ukR 7 W sB?3P56rbrblX1T8PEzsY9b 1-0-0 4-3-11 7.0.0 12-8-0 18-4-0 20.4.0 25.4-0 1-0.0 4.3.11 2.8.5 5-8-0 5-8-0 2-0-0 5-0-0 Scale = 1:45.0 4x6 — 5x8 = 5x6 = 5.00 12 3x4 4 16 17 5 18 19 6 4x12 = 7 2x4 II g 3 2 N 20 21 13 22 23 3x4 = 15 14 12 11 10 9 2x4 11 3x8 = 3x4 = Gx8 = 2x4 11 3x4 = 2x4 11 a-311 7•o-0 12-8-0 18-0-0 te-a 0 20.4•0 25.4-0 4.3.11 2.8-5 5-8-0 5-4-0 0.4-o z-ao 5.0.0 Plate Offsets (X,Y)-- 16:0-3-0 0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.08 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.18 12-14 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(CT) 0.05 11 n/a Na BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 131 lb FT = 204b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc puriins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at micipt 5-11 REACTIONS. (lb/size) 9=-15308-0, 2=1118/0-8-0, 11=2708/0-8-0 Max Horz 2=103(LC 26) Max Uplift 9=-273(LC 19). 2=-379(LC 8), 11=-940(LC 5) Max Gram 9=153(LC 6), 2=1126(LC 19), 11=2708(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2182l730, 3-4_ 2027l706, 4-5=-1869/670, 5-6=-312/919, 6-7— 338/983 BOT CHORD 2-15=-682/1938, 14-15=-682/1938, 12-14=-518/1450, 11-12=-518/1450, 10-11=-788/274, 9-10=-785/275 WEBS 4-14=0/421, 5-14=-1841491, 5-12=0/501, 5-11=-2653/928, 6-11=-815/412, 7-9=-288/867 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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 chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 9=273, 2=379, 11=940. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 lb down and 202 lb up at 7-0-0, 105 lb down and 107 lb up at 9.0-12, 105 lb down and 107 lb up at 11-0-12, 105 lb down and 107 lb up at 12-8-0. 105 lb down and 107 lb up at 14-3-4, and 105 lb down and 107 lb up at 16-3-4, and 200 lb down and 202 lb up at 18-4-0 on top chord, and 320 lb down and 109 lb up at 7-0-0, 81 lb down at 9-0-12, 81 lb down at 11-0-12, 81 lb down at 12-8-0, 81 lb down at 14-3-4, and 81 lb down at 16-3.4, and 320 lb down and 109 lb up at 18-3-4 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 front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4— 54, 4-6=-54, 6-7=-54, 7-8=-54, 2-9=-20 Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cart 6634 69U Parke East Blvd. Tampa FL 33610 Dab: January 23,2018 Q WARNING • Verify design pe rnators and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M11-7473 rov. 10)03/2015 BEFORE USE. Design valld for use only with Mtlek® connectors. this design Is Ixised only upon parameters shown. and Is for an individual building component, not a In= system. Before use. the bdlding designer must verity the applicability of design poiameiers and properly Incof oiale this design Into the overall building design. ®acting Indlcated is to prevent truckling of IndMdual huss web and/of chord members only. Addlllonal temporary and permanent bracing M iTek" Is always required for stability and to prevent collapse wllh possble personal Inluay and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrkaflon, storage, delivery. erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-a9 and BCSI Building Component Tampa, FL 33610SolelyInformationavailablehornIrussPlateInstitute, 218 N. Lee Street. SWIe 312. Alexandria, VA 22314 Job Truss Truss Type Qty Ply WP0213 H1 Root Special Girder 1 1b P0213T13026362 Reference (optional) Builders FirslSource, Tampa, Plant city, Florida 33566 0.1au s 00P 10 4u11 ml I UK muusules, Im. I ue 0011 40 vi-- LU IU W. c ID:4xiZSyQSpnperCOHMLI Ogl zPB36-VXAbWBRBdPXFy01 ukR7WsB?3P56ibrblX1T8PEzsY9b LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-1 53(F) 6=-153(F) 14=-320(F)12=-58(F) 5_ 105(F) 11— 320(F)16=-105(F) 17=-105(F) IB= 105(F) 19=-105(F) 20=-58(F) 21=-58(F) 22=-58(F) 23=-58(F) Q WARNING - Vadly doslgn paramofors and READ NOTES ON THIS AND INCL UDEO M/TEK REFERANCE PAGE MIF7473 rov. IaUW015 BEFORE USE. Design vaild for use only with Milek® connectors. Ihls design Is based only upon parameters shown, and Is for an t ncINIdual building component not a irtm system. Before use, the building designer murst verity the appllcabYity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent truckling of Individual trim web and/or chord members only. Additional temporary and permanent tracing WOW Is always required for stability and to prevent collapse with posse personal Injury and property damage. For general guidance regarding the fabrication. storage, doWery. erection csxf bracing of Ines and InrsS Systems. soeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdiabie horn truss Plato Institute, 218 N. Lee Street. Sulto 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type I Oty Ply WP0213 T13026363 W P0213 HJ7 Diagonal Hip Girder 5 1 Job Reference (optional) Builders FirstSource, Tampa, Plant Gity, Florida 33566 a.1 au s oep 1 b eui / ra i eK Inauseies, mC. i ue den ea urlec as cU 10 rdye I D:4xiZSyO5pnperCOHM L 1 Og 1 zPB36-zj kzjU RgOi f5aAc418el POYNaU W?KOI RI N DhygzsY9a 1.5.0 7-0-8 9.10.1 1-5-0 7-0.8 2-9-9 2x4 '\ 10.1 Scale = 1:20.6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CST. TC 0.43 BC 0.44 WB 0.17 Matrix-SH DEFL. in Vert(LL) -0.05 Vert(CT) -0.11 Horz(CT) 0.01 loc) Vdefl Ud 2-7 >999 240 2-7 >999 180 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 39 lb FT = 20°6 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/Size) 4=14/Mechanical, 2=445/0-10-15, 5=400/Mechanical Max Horn 2=131(LC 4) Max Uplift 4=-35(LC 22), 2=-145(LC 4). 5=-154(LC 8) Max Grav 4=29(LC 18), 2=445(LC 1), 5=400(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 593/161 BOT CHORD 2-7=-206/527, 6-7=-206/527 WEBS 3-7=0/359, 3-6_ 696/272 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 2=145, 5=154. 6) Hanger(s) or other connection devlce(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 85 lb up at 1-4-15, 68lb down and 85 lb up at 1-4-15, 25 lb down and 38 lb up at 4-2-15, 25 lb down and 38 lb up at 4-2-15, and 50lb down and 87lb up at 7-0-14, and 50lb down and 87lb up at 7-0-14 on lop chord, and 1 lb down at 1-4-15, 1 lb down at 1-4-15, 18 lb down at 4-2-15, 18 lb down at 4-2-15, and 38 lb down at 7-0-14, and 38 lb down at 7.0-14 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced)- Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 3=-75(F=-38, B=-38) 7=-36(F=-18, B=-18) 8=44(F=22, B=22) Thomas A. Albani PE No.39390 l iTek USA, Inc. FL Cart 66$4 6904 Parka East Blvd, Tampa FL 33610 Date: January 23,2018 0 WARNING- Verily dosfpn paramofers end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rov. 1GT3W f S BEFORE USE. De*p valld for use only with Mllek® connectors. this design Is tamed only upon pcxamefers shown. and Is for an Individual txrOding component, not a buss system. Bolae use. the lxdlding designer must vortty the appllicatAlty of design parameters and properly tneorporate this design Into the overall building design Bracing Indicated Is Io buckling of Individual It= web and/or chord members only. Additional lern Wary and permanent tracing M iTek' prevent is always required for stability and to prevenl collapse with possible personal hjury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication. storage, delivery, ereellon and tracing of trusses and fILISS systems, soeANSI/TPI I Quality Criteria, DS8-89 and SCSI Wilding Component Tempo, FL 33610SafetyInformationavailablefromTrussPlateInstitute. 218 N Lee Street, Suite 312. Nexandrla. VA 22314. Job Truss Truss Type Qty Ply WP0213 T13026364 W P0213 V3 Valley 1 1 Job Reference (optional) Builders FlrstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. I ue .Ian 23 07:22:34 2018 rage 1 I D:4xiZSyQ5pnperCOH M L 1 Og 1 zP836-RviMwgSS90nyCJ BGsr9_xc4chuyE3vha_ 1 yF U6zsY9Z 3-2-8 _ 3-2-8 ad d 2x4 2x4 11 Scale = 1:9.5 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Veri(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a rda BCDL 10.0 Code FBC2017fTP12014 Matrix-P Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=85/3-1-14, 3=85/3-1-14 Max Horz 1=43(LC 9) Max Uplift 1=-23(LC 12), 3=-31(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-2-8 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsh h=151t; Cat. II; Exp C; Encl , GCpi=0.18; MW FRS (envelupe) and G-C Cuinei(3) zone; cantilevef tell and fight exposed; end vertical left and fight exposed;(;-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 1 = 096, joint 2 = 09,6, joint 3 = 0% 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING - Vorlly design peremerore and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0.7473 rov. 10612015 BEFORE USE Design valid for use only with MI Iek® connectors. lhls cleslgrl is based ouly upon Ixzamefers shown. and Is loi an Individual bantling component, not o Iniss system. Before LW. the Irdiding designer must verity the applicabaity of design poiametens and Ixoperly Incorponite this design Into the overall building design. Bracing Indicated Is to revent lxiclding of Individual tars web and/or chord members only Additional temporary and peunanenl bracing WOW Is always rectulied for stablllfy and to prevent collapse with possible personal k*ury and Ixoperty damage. For general guidance regarding the 6904 Parke East Blvd. fabrication. Storage, delivery. erection and tracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DS8-a9 and BCSI Building Component Tamps, FL 33610SafetyInformationavailablefromIrusPlateInstitute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Job Truss Truss Type Qty Ply WP0213 V5 Valley 1 1b P02113T13026365 Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 B.13u s sep 1 o zu1 I Mi i ex industries. inc. i ue San 23 07:22:34 cu i o Faye i I D:4xiZSyQ5pnperCOHM L 1 Og 1 zP836-Rvl MwgSS90nyCJ BGsr9_xc4 W 5uvd3vha_i yF U6zsY9Z 2x4 II 2x4 - 2x4 II Scale = 1:14.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(ILL) We n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a rVa BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/slze) 1=159/5-1-14, 3=159/5-1-14 Max Horz 1=81(LC 9) Max Uplift 1=-44(LC 12), 3=-57(LC 12) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-125/261 NOTES-, 1) WR1d: ASCE 7-10; Vull=140111ph (3-second gust) Vasd=108mph, TCDL=4.2ps1, BCDL=3.0psl; h=1511; Cal. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 1 = 0%, joint 2 = 0%, Joint 3 = 0% 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Jofnt(s) 1, 3. Thomas A. Albani PE No.39360 MiTsk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING -Verily dosryn paromelors end READ NOTES ON THIS AND INCLUDEO M/TEK REFERANCE PAGE MO.7I73 roe IOM3,2015 BEFORE USE. DoslM valkl tot use only vAth Milek®conneclors. 1Ns design 6 based oNy upon parameters shown. and Is for an Individual building component. not a tuns system. Before use. the building designer rnrst verify the appticaWity of design parameters and rxopefly encorporate this design Into the overall bu lldltng design. Bracing IndIcated Is to prevent buckling of InclMdual truss web aril/or chord members oNy. Additional temporary and permanent txacing M iTek' Is always required bop stability and to prevent collapse with possIlAe personal Injury and luoperty damage. For general guidance regarding the larxlcallon, storage, delivery. erection and bxacing of tnlsses and inm systems, soeANSI/TPI I Quality Criteria, DSB-89 and 6CSI Building Component 6904 Parke East Blvd Safety Information avallablo horn truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa. FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-'/1 d' For 4 x 2 orientation, locate plates 0-'nd' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Effl Industry Standards: ANSI/TPI 1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 1 dimensions shown in ft-In-sixteenths Drawings not to scale) 1 2 3 TOP CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR- 1311, ESR- 1352, ESR 1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved M!Tek° MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-brocing, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing. Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stock materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations ore regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 11. Plate type, size. orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, bock, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in occordance with ANSI/TPI 1 Quality Criteria. DEARING HEIGHT 5GHEDULE s s s 44-8-0 m m I II II 1 1 I I II I I I II I I m m m fmi i1e pa m m m S m M m m m AD C 10 AD i- FU Ab Fib hai A0 e 4m m m C m CJ HI C 11 I I I II I I I I mIIIIIIIIIII 18-0-0 7-4-0 19-4-0 44-8-0 NOTE5: L) REFER TO 0 91 (RECOKMENDATION5 FOR HANDLING INSTALLATION AND TEMPORARY DRALW6 ) REFER TO ENGINEERED DRAWIN65 FOR PERMANENT DRACING RECURED. 2.) ALL TRUSSES (I GLUDIN6 TRU%E5 UNDER VALLEY FRAMING) K975T DE COMPLETELY DECKED OR REFER TO DETAIL V105 FOR ALTERNATE ORACING REOUIREMENT5 3.) ALL VALLEYS ARE TO DE CONVENTIONALLY FRAMED DY DUILOER. 4 ) ALL TRI755E5 ARE DE516NED FOR 2 oc MAXIMI.M SPACING. UM.E55 OTHERWISE NOTED. 5) ALL WALLS SHOWN ON PLALEMENT PLAN ARE CONSIDERED TO DE LOAD DEARING, UNLESS OTHERWISE NOTED. 6) 5Y41 TRI155E5 L415T DE INSTALLED WITH THE TOP DEIN6 UP. 7) ALL ROOF TRU% HANGERS TO OE 51MPSON HTU26 UPLE55 OTHERWISE NOTED ALL FLOOR TRU55 HAN6ER5 TO DE 51MP5ON THA422 UNLESS OTHERWISE NOTED 6.) DEAMMEADER/LINTEL (IDR) TO DE FURNISHED DY RUDER 5HOP DRAWING APPROVAL THIS LAYOUT IS THE SOLE SOURCE FOR FADRICATION OF TRUSSES ADD VOIDS ALL PREVIOUS AR0TECTURAL OR ME TRUSS LAYOUTS REVIEW ADD APPROVAL OF T115 LAYOUT LUST DE RECEIYED WORE ANY TRUSSES W01 DE W. VERIFY ALL CONATION5 TO INSURE AGAINST CHANGES THAT WILL RESLLT IN EXTRA CHARGES TO YOU rq-W D b.1 Diu HP-u kr DnT Builders FirstSource Orlando PHONE 407-B51-2100 FAX 407-B51-7111 Plant City PHONE 813-759-5951 FAX 813-752-1532 111OLDERAshton Woods L. 1981 Ophelia T k wort% W P0213 d Di 10/19/17 Josh r RECORD COPY jty of Sanford. ::'1r'• . I t r Building and Fire Prevention Product Approval Specification Form J pING Permit # # 1 8- 1 2 7 8 SANF R° a 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 be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging THERMA TRU FIBER CLASSIC El 15036-132 Sliding MI WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNE DALTON 5120/6100/9100#0230 FL9174-R12 Roll U Automatic Other 2. Windows Single Hung Silvedine BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awning- Pass Through Projected Mullions Wind Breaker Dual Action Other I June 2014 1 Category/'Subcategory f: ^r rTr erinti 7 I Manufacturer rd; :Product r",1-?rrriD6SCri tion - 1(including Florida Approval # decimal), 3. Panel Walls Siding Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12 Underla ments TAMKO BUILDING PRODUCTS INC UNDERLAYMENTS FL12328-R8 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied _ Polyurethane Roofing E.P.S. Roof Panels Roof Vents LOMANCO, INC ALUMINUM ROOF LOUVER FL3792-R10 Other June 2014 • 2, Category / Subcategory':• i c.c r•'nf;nr7 Manufacturer 1 ;nr1i Product-;, :I: ' Description '° Florida Approval # e Aclude decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, INC HIGH STRENGTH CONCRETE LINTELS FL158-R10 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature —TY\O"Yg Applicant' s Name n6a w Q' Please Print) June 2014 3 1/2/2018 Florida Building Code Online Business 8 Professiomal Regul•ation BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Sear. b 1 Product Approval PdUSER: Public User Product Approval Menu > Product or Aoolication Search > Aoolication Ust > Application Detail FL # FL15036-112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Therma- Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants. com Vivian Wright rickw@rwbldgconsultants. com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan ]. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL15036 R2 COI (b) Cert of Indeoendence.Ddf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect v b 'v https:// www.floridabuilding.org/pr/pr_app_dti.aspx 1 /3 1 /2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/16/2017 10/16/2017 10/19/2017 12/12/2017 FL # Model, Number or Name 15036.1 a. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.2 1 b. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.3 1 c. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.4 1 d. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.5 1 e. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.5 for Design Pressure Ratings, any v pa ' icuv rs. 15036.6 f. ClassicCraft Fiberglass Door Description 6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.1.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Installation Instructions FL15036 R2 11 (a) Inst 15036.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.2.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXO) Configuration Installation Instructions FL35036 R2 II (a) Inst 15036.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.3.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval15036.4.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.5.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.5.odf 8'0 "Non -Impact" Opaque Single Fiberglass_ Door - Outswing / Inswing (X) Configuration, Limits of Use Installation Instructions Approved for use in HVHZ: Yes _ _ FL15036 R2 11 (a) Inst 15036.6.odf _ Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes_, Design Pressure: N/A Evaluation Reports Other: See INST 15036.6 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.6.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. - - - - - - - - - - - _ - - - - - - - - - https//www.FloridaTuilaing.Fr-g/pr7pr_appal.aspx 1 /2/2018 15036.7 g. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.7.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.7 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.7.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.8 h. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 lI (a) Inst 15036.8.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.8 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.8.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.9 I. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.9.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.9 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.9.Ddf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 15036.10 j. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.10.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.10 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.10.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wls supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licero under Chapter 455, F.S., please dick here . Product Approval Accepts: EjM[Mfz_ E2 Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dti.aspx 3/3 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.0 Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Autliorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHT' this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHT' requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.6 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHT'. 8. Inswing configurations and outswing configurations using sill items 431 and #33 under the active door do not meet the water infiltration requirements for the "HVHT'. Inswing units shall be installed (in the "HVHT') only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 01460336-A,B,C ASTM 01929-96. ASTM D635-03 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84-00a ATI 67508.01-106-18 ASTM D1929-96 ETC-01-741-10705.0 TAS 202-94 ETC-01-741-10593.0 TAS 202-94 TEL-06-1031-3 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.6 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Sianed & Sealed by Lyndon F. Schmidt, P.E il,1eoeo1011111 Signed & Sealed by S(;HA 1 Lyndon F. Schmidt, P.E. No 43409 a 9 STATE OF Lyndon F. Schmidt, P.E. c P FL PE No. 43409 ii -• OR 1 :`;.• ,e 10/16/2017 O N A; E%o THERMAITRU' DOORS Classic -Craft. FIBERGLASS DOOR INSWING / OUTSWING NON -IMPACT" GENERAL NOTES I. This product has been evaluated and is in compliance with the 61h Edition (2017) Florida Building Code FBC( structural requirements Including the "High Velocity Hurricane Zone" (HVHZ(. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHl'requiring wind bome debris protection this product U required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 3 R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drowing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 S #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the'HVHZ"( only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLF Of CONTEMS DESCRIPTION Typical elevalions, design pressures S general notes Door panel deta Horizontal cross sectionsMVerticalcrosssections Buck and frame anchoring - 2X buck masonry constructionFrameanchoring - IX buck masonry construction Bill of Materials S Components 37.5' MAX. OVERALL WIDTH O O Z H z O 5r Omm w w 0 O a o. DIMENSION.'-: OVERALL.: _, FRAME`_- DESIGN'P.RESSURE (P,SF) POSRIVIE INSWING 37.5" x 98.0" 75.0 75.0 OUTSWING 37.5" x 96.5" 75.0 75.0 Innn r! N o Ztowgyp cNto fill aa N • ; Z O = U CM 9m0W M a:5. C O co L. 02124112 M N T.S. BY JK rn LFS Wo No: FL-15036.6 a I or 7 wj, 41 EXTERIOR 46 42 N. i lll/llll•11\ r .. onmi UN •• n Z O = U m INTERIOR 46 ida 8£ g 9 o a md0. 1 HORIZONTAL CROSS SECTION o y Z 2 99 5 (Vrl36.0" MAX. DOOR PANEL WIDTH 2 a 3 20 0 EXTERIOR INTERIOR z as n W O r O S I 7 o w 1.48I- -I LI I w oDC4 xcd a a J J m O y L Jr Z 9 1 1 v g p 2 4Y TOP RAIL IATCH SIIIE o 0 V V N N N V h W W O a 41 cr 22 o 0 r1.4' r 10 asswNtEL Em r.`. w 'LJ i NOTE: WOOD DOOR COMPONENTS: OAK ISG >=0.67) Z u DST 02124112 Z N.T. S. 32 HINGESi1lF 45BOTTOMRAIL2VERTICALCROSSSECTION' DWr. ar• JK m W 2CHK Itr. LFS ? 2 DRAWMNO.: N FL-15036. 6 o 6 V N SHm 2 0< 7 G MIN. :•C ti//` n 4 4 FMB. (TYP.) , 4 EMB. • v n 4 C A tj o 7 V N •; 8 g ° = ozc{i b t' 9mCW4000. 21 INTERIOR 7 ^ ' 1 m a `. oz 1 2 - 3a 3 3 3 3 •. o O 2 17 zo :o EXTERIOR 10 H N J 0Lu10I5mNLn9 E 4JU W rcLnMw -. xo 4 3 HORIZONTAL CROSS SECTION u 1-1l1'MIN. 3 Shown w/1Xsub-buck 1-1/4•MIN. I c EMB. (TYP.) 4 4 4 EMB. (TYP.) a C D D B 0.15" 0.15, m CSINK CSINK L (TYP.) ( TYP•) L u m D ' n 20 0 0 N N 8 D Z 8 ,^ 7 W W fN7 YV "" INTERIOR INTERIOR o o rr 77as z Lu D ' N Z U EXTERIOR EXTERIOR 10 K DATE. 24 1210 L 27 40 9 B SCALE: N.T.S 9 C E rrrc By JK m rE CM. n. LFS 3 g 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION DPA DWG NO.' 3 Outswing shown -inswing 3 Outswing shown - Inswing FL-15036.6 a G also approved also approved SHEET 3 a 7 O 0 0 gg: Q t N i C • 11 z o m oa• ° "• 111 11 1 0"••z E a. ^ ozui gE m LO 9 CWG• E N a N n 7 6 C ama0. Z _ 4 a u G A C O 3a L Cd j EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION Q uration Outswing configuration 4 Outswing con see general notes, sheet i see general no es. sheet 1 for'14VHP water infiltration for i.v water Infiltration requirements requirements SME: N.T.S. DWG. BY: JK as BY. LFS DRAWING NO FL— 15036. 6 SHEET _L or 7 MASONRY J OPENING I 2X BUCK D TYP. HEAD S JAMBS I L H d BUCK ANCHORING For DP <= 48 PSF STRIKE JAMB MASONRY OPENING FRAME h 3 D MASONRY TYP. HEAD 3 OPENING & JAMBS 3 2X BUCK 2X BUCK F FRAME ANCHORING HINGE JAMB Mo72X buck constructlon for DP <= 48 PSF I T L to TYP. HEAD — li JAMBS T= Ci CONCRETE ANCHOR NOTES: I. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortorjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor fable: ANCHOR ANCHOR. MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE' SIZE : ' EMBEDMENT i0 MASONRY EDGE :. .` TO ADJACENT ANCHOR ` ITW a 1/4- 1-1/1- 2" 4" TAPCON ELCO o 1/4" 1.1/4 1" 4" ULTRACON I WaVU]I.NCW IrV]IAV.AINI'11•IV IGI. 1. Mofntatn a rnkdrn ml 5liredpe drstonce, 18end distance. i I-a.C. MOCk D of wood sc a to prevent the spHHnp or wood. BUCK ANCHORING For DP > 48 PSF and DP <= 75 PSF Ni* O : r t n0 0 111 1{ z d m dZUN6 eZaZ_ Rey$ V) 9d`oa maa`12 MASONRY OPENING TYP. HEAD 3 JAMBS E `o z IyIdJa N ZO Orzlu FRAME 0 O 0 ON UU 2X0 BUCK F co 13 uNcalC> a mm LATCH 8 DEADSOLT DETAIL FRAME ANCHORING Masonry 2X buck constructlon for DP > 48 PSF and DP <= 75PSF HINGE DETAIL a N.T.S. eY: JK a L e+• LFS 3 NWG NO. C N FL— 75036.6 xr 5 or 7 Q oSy O' to PV z u N d m 6Z MASONRY _ TYP. HEAD — 3` MASONRY TYP. HEAD n_ E z m o 0 OPENING 3 JAMBS OPENING — B JAMBS — R n rm a a 0` sd o CZEn 2 t UO FRAME z a'F FRAME F. v ^ O o x:3 O jE E <( n J rr p WO L), m < a0 W o 1XBUCK ri 1XBUCK o F TYP. TYP. SILL — SILL — m N N STRIKE JAMB FRAME ANCHORING HINGE JAMB FRAME ANCHORING Masonry I X buck constnuNon Masonry I X buck construction k k' For DP <= 48 PSF 28 For DP > 48 PSF and o 0 CONCRETE ANCHOR NOTES: G DP <= 75 PSF I. Concrete anchor locatons as the comers maybe adjusted to maintain the min. 7 , edge distance to mortarjoints. ^ z 2 Concrete anchor locations noted as'MAX. ON CENTER" must be adjusted to 9 F e w maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the 'MAX. ON CENTER" dimension are not exceeded. H o ^ ° z 3. Concrete anchor table: 1 N ^ i as G 10 a>E- 02124 12 i D SCALE: N.T.S. ° m asx. er: LFS 3 A: e FL- 15036.6 " LATCH A DEADBOLT DETAIL HINGE DETAIL sti EEr 6 or 7 °w 1. Maintain g wood screws to prevent the splitting of wood. — — 0 ANCHOR' ANCHOR MIN.-. - MIN. -CLEARANCE MIN. -CLEARANCE TYPE SIZE EMBEDMENT i0 MASONRY EDGE TO ADJACENT ANCHOR fIW • 1/ 1• 1.1/1• Y 4- m G 0 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. I /4"SHIM SPACE WOOD D 1 /4" X 2-3/4"PFH ELCO CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE F 1 /4" X 1-3/4" RW CONCRETE SCREW STEEL G 3/16" X 3-1/4- PFH ITW CONCRETE SCREW STEEL H I /4" x 3-1/4"PFH ITW CONCRETE SCREW STEEL I 1 /4" X 2-1 /4' PFH ITW CONCRETE SCREW STEEL J 1 /4" X 3-3/4' PFH ITW CONCRETE SCREW STEEL K q 10 X 7' PFH WOOD SCREW STEEL L NB X 2-1 /7' PFH WOOD SCREW 1.1 S MIN. EMBEDMENT) STEEL 7 SHORT REACH COMPRESSION WEATHER-STRIP B LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4" X 4"HINGE .097" THK. STEEL 10 Ir 10 X 3/4"PFH WOOD SCREW (HINGE TO FRAME) STEEL 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 20 SIDE JAMB PINE SG >= 0.42 WOOD 21 KWIKSETDEADBOLT- SIGNATURESERIES 780 STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 39 HIGH WATER DAM THRESHOLD ALUM. 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 WIOTHOYIELD STRENGTH Fy (MIN.) 6,000 PSI TMERMA-TRU FIBERGLASS 42 TOP RAIL COMP. 43 LATCH STILE WOOD 44 HINGE STILE WOOD 45 BOTTOM RAIL COMP. 46 POLYURETHANE FOAM 1.91bs. DENSITY POLYURETHANE N i Z 4: t om J > O 1'^ Z..'1G' ^i i Z c{i 19 S0 HEAD i IDE \' a m a a L Jamb \ V A 4 dBEz I. 8 3a l 2.20" 1 En zo ki Fes— 4.63' --I n J Q Zmla 31 BUMI FACE THRESHOLD LOW I OfIIF yv 00 m < J 0: mup m00 5.7S-j o m L TE2 N N z SELF ADJUSTING SADDLE THREHOLD W W o 3J D 00 W W a.56" N—.z IL O oA 02124112 scat. N.T.S. 5 39 HIGH WATER DAM THRESHOLD °"c : JK m cwc ar: LFS ? ORAwm NO.: c N FL-150.36.6 n N SNEEI 7 0r 7 Q R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board or Professional Engineers Certificate of Authorization No 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidellto Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ".this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.7 require further engineering analysis by a licensed engineer or registered architect 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.7 for size and design pressure limitations Supporting Documents: 1. Test Report No. Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84-00a AT[ 67508.01-106-18 ASTM D1929-96 ETC-01-741-10705.0 TAS 202-94 ETC-01-741-10593.0 TAS 202-94 TEL-06-1031-3 TAS 202-94 TEL 06-1031-4 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.7 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Lon Hicks, VP Operations Omega Point Laboratories William E. Fitch, P.E. Architectural Testing, Inc. Joseph A. Reed, P.E. ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. F t SC,1Af TjQ..'re Lyndon F. Schmidt,, P.E. 400 \,:,' G t N • , 0.. Signed & Sealed by ooLyndon F. Schmidt, P.E. No 3409 e STATE OF;a Lyndon F. Schmidt, P.E. U FL PE No. 43409 Al 10/1612017 F* oU IN A 1- THERMANTRU' DOORS Classic -Craft. FIBERGLASS DOOR W/ SIDELITE INSWING / OUTSWING NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017( Florida Building Code FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the'NVHZ" requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 S R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shag be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidegtes meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 L #33 under the active door do not meet the water infiltration requirements for the "HVHT. Inswing units shall be installed (in the "HVHZj only in non -habitable areas or at habitable locations protected by on overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevations. design pressures d general notes 2 Door panel details 3 Sidelite panel details 6 Glazing detail 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and home anchoring - 2X buck masonry construction B Frame anchoring - 1 X buck masonry construction 9 Bill of Materials d Components Vd 53.13" MAX. OVERALL WIDTH Zz 3 O 5= t, OS = w W a W U O 0 Z SWING. OVERALL =° FRAME--- DIMENSION. DESIGN PRESSURE (PSF) WITHOUT SURFACE' _- BOLTS . •.:.. _-- WITH SURFACE BOLTS . POSITIVE.-: NEGATIVE' POSITIVE NEGATIVE... INSWING 53.13" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 53.13" x 96.5" 47.0 47.0 60.0 60.0 fYOj COiA4Nina o nn° . i U N . m 8 -CW M1UV d Oa Ni mda`m E oZ uo wZ o o iZ tut OW quern J U WUC13 w WNWW ce 0 O [ W 0: < a a a c BY: JK c ey. LFS kwum NO: FL- 15036.7 2T 1 or 9 1J A EXTERIOR 46 C7 4( ro OA.. n uN O U Z E Z c U INTERIOR 46 N a 9 a L a 02A. Z 1 HORIZONTAL CROSS SECTION0 o 3e.o- MAX. 2 O 3a DOOR PANEL WIDTH 2 o a 0 J w2 EXTERIOR INTERIOR W W a` 4.11—{ w m N o g o n m s i UJI T L mT v O 2 TOP RAIL LATCH STILE o 0 Eo N N In NV7 Z O O 0: L_ 1_49. DOOR PAN I 1.41r I I 00 I_ w z C'. uaR 1 P .` 1 •• r- o NOTE WOOD DOOR COMPONRM: OAK ISG — 0.67) O o UYL 02124112 z SCAM N.T.S. HINGESTIIE S ROTfOM RAIL 2 VERTICAL CROSS SECTION on. BY: IK m 2 00L BY. LFS ; R MWING NO: N FL-15036.7 0 SNCCT _L OF 9 OD 13.7. PANT 7. D.L SO SIDELRE ANEL NOTE: WOOD SIDETTTE COMPONENTS: PINE ISG >= 0.421 NOTE. 1. Spacing for item N 18 R #29 (lite frame screws) is as follows: From the bottom up on sides: 6.5", with 7) more spaced at 9.88" o.c. there are (2) screws both top and bottom 2.13" in from each corner. EXTERIOR INTERIOR IORIZONTAL CROSS SECTION cr_i— MIN. ASS THK. EXTERIOR 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS INTERIOR L —r I F -1.53" I SI SIDEWE TOP t ITNI. Rai GI GLAZING DETAIL 5 truulol glass W/ pvc file frame to 1.0ir LI 7'7M7•} II F- 1.53" - I S2 SIDELLTE STILE MIN. ASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR hQ N N z Q':O 7r'• fig ri m Z. 5 ON 4 v U oxZ VC[ N mg 5 ia V\ maa 4 ` O liC\VOELE83i INTERIOR VERTICAL CROSS SECTION 3 j N i mYQ i o_ n N_O iz E 02124112 a. N T.S. r BY. JK u c BY. LFS 3 1wm NO: ° FL-15036.7 ET 3 OF 9 G SEE NOTE 1 I INTERIOR 4 21 EXTERIOR 1 q _ eILA 0.1 S C'SINK TYP.) B C 1-1/4' MIN. 1 HORIZONTAL CROSS SECTION F EMB. (TYP.) q Outswing shown - Inswing y also approved 6 , INTERIOR NOTE: 20 0.15, 1. The sidelite is direct set into the rC'SINK jamb with (12) item 8M (88 X 7 TYP.) PFH wood screw). There are (e at each vertical jamb from the lop down at 13.5". 31'. 48.5" a n 66". SEE NOTE 1 SEE NO EXTERIOR 2 HORIZONTAL CROSS SECTION q Outswing configuration 1-1 /4" MIN. EMB. (fYP.) INTERIOR 4 EXTERIOR U0 jrj O 1 61 5 HORIZONTAL CROSS SECTION z A 1 q Shown w/1Xsub-buck EXTERIOR 4 HORIZONTAL CROSS SECTION q li swing configuration INTERIOR EXTERIOR i 66 om Y OO Loin U n •: g gi Em 9moUaLa a i toa an Oo1cW V Z D K C Vf 0 N 5 2 U NLnmVAEuWOVA m N =& U U 0 1-I/4"MIN, EMB. (TYP.) oa a 0 3 HORIZONTAL CROSS SECTION 4 Outswing shown - inswing ado approved E 02124 12 i U. N T S. r G. at. JK ii C. Br LFS 3 k-WG NO • u FL-15036.7 c rr 4 or 9 G U ftZ,bqbq-mqm m MO K'Lowww-11 ii E_.. 62 j/ requirements requrements En o 0 O W m > Lnw Ln zW 0 cc a1 U u 0O O~ a c 02 24112 ILL N.T.S. In: JK C. BY. LFS Lwwe NO. FL-15036.7 IT _L or 9 50 M tnzd cl= SEE NOTE I j INTERIOR EXTERIOR 1 VERTICAL CROSS SECTION 6 Oufswing shown - inswing also approved INTERIOR EXTERIOR SEE NOTE I I M T. EXTERIOR SEE NOTE 1 C 1 f m u fni_ 11 . r'i 19 N C n 3 VERTTCAL CROSS SECTION 6 Outswing configuration INTFRIO12 5 VERTICAL CROSS SECTION 6 Outswing configuration SEE NOTE 1 INTERIOR -" ' ' - _ EXTERIO 2 VER71CAL CROSS SECTION 6 Shown w/1Xsub-buck A. N: 41. 0` 6m Olzl Z y /i N M fill 1% 0 n E =m°z 9 W wCY V oa L mdam 4 0 o = gE b' 8 'Jd l NOTE: 1. Anchors ass'y thru head and Sill of 4" In from each corner end. 4 VERTICAL CROSS SECTION 6 Inswing configuration 02124112 LL N.T.S D. m: JK C BY: LFS kWWG No.. FL-15036.7 XT _L or 9 11 4" 8' 1" 4.4" I I I SEE DETAIL I D L MASONRY J TYP. HEAD MASONRY OPENING TYP. HEAD — JAMBS OPENING S JAMBS M TYP. MULLION SHOWN FOR L FRAME REFERENCE 2X BUCK ONLY a t U O 2X BUCK I OTYP. A SUCK ANCHORING CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted os "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the 'MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: STRIKE JAMS ANCHOR ANCHOR• MIN. " MIN. CLEARANCE. MIN. CLEARANCE TYPE . SIZE '. EMBEDMENT TO MASONRY. EDGE = TO•ADJACENT. ANCHOR InN o 2"4" TAPCON ELCO o 1/4" 1.1/4" 1" 4" ULTRACON ITW o 1 3/16" 1.1/4" 3" 1.1/2" TAPCON VYUULJ JL.KC" INJIALL 11" 1-1- 1. Maintain a minimum 5/8" edge distance, I"end distance, d I"o.c. spacing of wood screws to prevent the splitting of wood. LATCH i DEADSOLT DETAIL 1 1 SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck construction L OUTSWING INSWING 63 DETAIL 1 Attach surface bolt strike plate to frame DUTSWING as shown (Outswing) 65 66 INSWING 63 DETAIL 2 Attach surface bolt strike plate at the threshold Ouftwing) 0 0 d)dz N no1 r• z dm6 I' a;zi N 8 u$ 9 o a3luD d yi WCda. t a 0 o = 3€3 8 d xZNC) 3 U 2V O p VO 3 Cn SSA 2 m o UU a FO Mm HINGE JAMS 63 64 DETAIL 1 Attach Surface bolt strike plate to frame as shown (Inswing) 64 63 DETAIL 2 Attach surface bolt stnke plate at the threshold Inswing) HINGE DETAIL E 02124112 ILL N.T.S. c. BY: JK c. w: LFS 0M No: FL-15036.7 a 7 or 9 T— I z O MASONRY OPENING FRAME EE DETAIL t I— TYP. HEAD & JAMBS TYP 1 X BUCK F TYP. N ( SILL I SEE DETAIL 2 q STRIKE JAMB f? FRAME ANCHORING CONCRETE ANCHOR NOTES: Masonry I buck Construction r I. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adusted to c maintain the min. edge distance to mortarjotnts, additional concrete anchors c may be required to ensure the "MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: 2 E E WOOD SCREW INSTALLATION NOTES: 5 1. Maintain a minimum S/8' edge distance. 1"end distance. d 1' o.c. spacing of owood screws to prevent the splitting of wood. ANCHOR ANCHOR MIN: MIN. CLEARANCE MIN. CLEARANCE TYPE. SIZE TO MASONRY .- TO ADJACENT: EMBEDMENT EDGE ANCHOR - ITw 14• 1-1/4" Y 4" TAPCON RYJ TAPCON 3/1" 1.1/1' 3' 1.1/Y 1 HINGE JAMB LATCH A DEADBOLT DETAIL DETAIL 1 Attach surface bolt stnke plate to frame asshown (Ouhwtng) 65 66 63 DETAIL 2 Attach surface bolt strike plate at the threshold OutyMng) AsJsin C). t5 z * 'O N :z a om IY'•. r 6J i n N n rlll l•111 1```` z g Z g v_ a oxzU 1% 9dra V maa n4 6 Eoz3a HINGE DETAIL 63 64 DETAIL I Attach surface bolt strike plate to frame as shown (Inswing) 64 63 DETAIL I Attach surface bolt stnke plate of the threshold Inswing) U z m cc Z, o '!u iv 3Z CM M 0U s = SWScc U T FW N G 7 "o K o0 0 a a LE NTS BY: JK a C. BY. LFS 3 Iwoc NO: FL— 15036.7 c n 8 or 9 t] FILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD 23 PLASTIC LIP LITE FRAME SMC SMC B 2X BUCK SG >= 0.55 WOOD 24 1 /4"INTERCEPT SPACER STEEL C MAX. 1 /4"SHIM SPACE WOOD 25 SILICONE CAULK SILICONE D 1 /4" X 2-3/4"PFH ELCO CONCRETE SCREW STEEL 26 PLASTIC UP LITE FRAME PVC PVC E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL F 1/4"XI-3/4"ITWCONCRETESCREW STEEL 29 B-IOXl-1/7'PLASCREW STEEL H 1 /4" x 3-I/4"PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD I 1 /4" X 2-I /4" PFH RW CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC J 1 /4" X 3-3/4" PFH fIW CONCRETE SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. K 10 X 2" PFH WOOD SCREW STEEL 39 NIGH WATER DAM THRESHOLD ALUM. L 8 X 2-1 /2" PFH WOOD SCREW (1.15' MIN. EMBEDMENT STEEL 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS M 8 X 7' PFH WOOD SCREW STEEL 41 DOOR SKIN; .125' MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS N 1 /4" X 2-3/4"PFH ITW CONCRETE SCREW STEEL 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 42 TOP RAIL COMP. 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 43 LATCH STILE WOOD 9 4" X 4"HINGE .097" THK. STEEL 44 HINGE STILE WOOD 10 10 X 3/4"PFH WOOD SCREW WHINGE TO FRAMES STEEL 45 BOTTOM RAIL COMP. I I 3/8" X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 46 POLYURETHANE FOAM (1.91bs. DENSITY POLYURETHANE 14 1" L. X .040" DIA. BRAD TRIM NAIL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS 15 INSWING SIDELffE SPACER PVC 51 SIDELITE TOP 3 BOTTOM RAIL COMP. 16 OUTSWING SIDELITE SPACER PVC 52 SIDELTE STILE WOOD 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 60 1 /2" SURFACE BOLT SPACER STEEL 18 b-18 X 1-3/4"PFH SCREW STEEL bl IVES SURFACE BOLT #454 8.0" L. X .25' THK. STEEL STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 62 1/4-20 SEX BOLT W/ 1/4-20 FEMALE END X 1-3/4" L. STEEL 20 SIDE JAMB PINE SG >= 0.42 WOOD 63 SURFACE BOLT STRIKE PLATE STEEL 21 KWIKSET DEADBOLT- SIGNATURE SERIES 780 STEEL 64 10 X 2-1/2" PFH SCREW STEEL 22 1/8 THK. CELLULAR GLAZING TAPE 65 3/16" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 4.56' bb 3/16" X 2-3/4"PFH RW CONCRETE SCREW STEEL 67 3/16" X 3/4" PFH RW CONCRETE SCREW STEEL 1 n 0 Z C PA "1N N 1 111, \ o R m Z V Z o z U Ri h Saca. i oa v m a a LL 14 cdoz a oO 12 Y tELN N OO j U m C U m Jo0 E a a t2m z x L o0 V I-- 2.20 W W O R h 2.Ir --I 1 1 I n Ti W w HEAD t SIDE 4 cl a. o- u 19 20 Jamb 16 J I BUMP FACE THRESHOLD LOW PROFILE FOUISWINGSIDELITE Spacx --------- 4.56' 2.59 F I 2.IS . I.dB" 2.14" I I 1.68' S.7S o _ 2' I.69 i I G, ' Z u i — L y avc:02 24 12 wd a ci saac N.T.S. L 0.53' owc. BY. JK m T I I cm. r/. LFS ; INSWING SIDELREPLASTICUPLREFRAMEI$ 2d USTIC UP llTE FRAME 1" 33 SEIf ADJUSTING SADDLE THRENOLD o u.wc No.. n 39 HIG WATE DAM THRESHOLD 23 SMC spate PVC FL-75036.7 0 n sxm 9 OF_.L 0 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P 0. Box 230 Valrico. FL 33595 Plione 913.659.9197 Florida Board of Professional Enginccrs Cenificate orAudioriration No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.8 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.8 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 TEL 06-1031-4 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL RW Building Inc. (CA #9813) ions 8 ndon F. Schmidt, E 3. Calculations Prepared byConsultants, teeeC`v S Signed &Sea Sealedby Anchoring RW Building Consultants, Inc. (CA #9813) oee ''.•` G•N S:• o5vndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. a ` 43,409 4. Quality Assurance No Certificate of Participation issued by National Accreditation and Managemea r' Institute, certifying that Therma Tru Corporation is manufacturing products 0 : ' 1Z 4 within a quality assurance program that complies with ISO/IEC 17020 and 1 '. ST J E OF •: u o Lyndon F. Schmidt, P.E. Guide 53. 4,0••• f. •: o FL PE No. 43409 Sheet 1 of 1 0h • ( r S3 1 ? \ ee 10/16/2017 0. i iC •-:..... oe f°°° d6.cserecx4 THERMANTRU' DOORS Classic -Craft, FIBERGLASS DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Lotion (2017) Florida Building Code FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the'HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the'?IVHZ" requiring wind bome debris protection this product is required to be protected with on impact resistant covering that complies with FBC Sections 1609.1.2 S R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all silts used under sidelites meet water infiltration requirements for'HVHr. 8. Inswing configurations and outswing configurations using sill items #31 3 #33 under the active door do not meet the water inflfration requirements for the'HVHr. Inswing units shall be installed (in the "HVHTj only in non-habitoble areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of conoov or overhang to sill is less than 45 degrees. TABLE OF COMEMS SHEET • DESCRIPTION I Typical elevations, design pressures 3 general notes 2 Door panel details 3 Sidelte panel detolls d Glazing detail 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and frame anchoring - 2X buck masonry construction B Frame anchoring - IX buck masonry construction 9 Bill of Materials S Components 68.5* MAX. OVERALL WIDTH t, z z ; O E m m 7wS LL w O P P SWING _ OVERALL-' FRAME = - - DIMENSION`._ DESIGN PRESSURE (PSF) WITHOUT SURFACE - _ BOLTS WITH SURFACE -- BOLTS- POSITIVE- NEGATIVE . POSITIVE.... NEGATIVE INSWING 68.5" x 98.0" 47.0 47.0 60.0 60.0 rOUTSWIN1G65.5" x 96.5" 47.0 47.0 60.0 60.0 z V DATE. 02/24/12 WALL N.T.S. m+D. BY: JK cwc sr. LFS DwnwO NO.: FL- 15036.8 S>W 1 OF 9 EXTERIOR fAA n INTERIOR rl'*HORIZONTAL CROSS SECTION 36Z MAX. DOOR PANEL WIDTH 2 Ulm 4.11" 03 T-N- Ed 0 e 0 L 1.4r FClassic OORPANE l NOTE: WOOD DOOR COMPONENTS: OAK JSG >- 0.67) L ot T- z 2 EXTERIOR VrA% X. 4 11 0: z 4': 0, 00 6m1, 0 - I -, j - d; 6 0 M.. z 00 . Z c w 0a. ru S 14L Ft t sz INTERIOR 2' VERTICAL CROSS SECTION ILL N.T.S. G. rf. JK C. Irf LFS IWNG NO. FL— 15036.8 0 2 OF 9 13.7 PANT 7. DA SO SIDE PANEL NOTE WOOD SIDIRM COMPONENTS: PINE fSG-0.42) NOTE: 1. Spacing for Item N 18 S 829 (lite frame screws) is as follows: From the bottom up on sides: 6 S•, with 7) more spaced of 9.88" O.c. there are (2) screws both top and bottom 2.13" in from each comer. L S I SIDELRE TOP L ETM. Rai XTERIOR INTERIOR IZONTAL CROSS SECTION 0 RI cc J, IHK. EXTERIOR VERED kSS SPACE IPERED ASS INTERIOR Gi GLAZING DETAIL5Insulatedglass wl pvc lite frame MIN. ASS THK 118" TEMPERED GLASS EXTERIOR AIR SPACF 1/8" TEMPERED GLASS Av n mNs*Z-16 llll *I 11 o n m i 51 ua•: a iiEaz c a W54iamaa12 4 6 3a INTERIOR 2 VERTICAL CROSS SECTION 3 c 02124112 at: N.T.S. In JK C By LFS IWWG NO FL-15036.8 IT 3 Or 9 0 SEE NOTE I a M 14 50 11 INTERIOR 0 a• L I EXTERIOR 20 o. II 0.15' 1-- CSINK TYP.) B C 1-1/4'MIN. 1 HORIZONTAL CROSS SECTION EMB. (TYP.) 4 Outswing shown -inswing also approved i 14 20 0.15" C'SINK I TYP.) INTERIOR 3 50 M S SEE NOTE 1 e x r U 27 40 EXTERIOR z 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 4 OutwAng configuration 4 Ouiswing configuration TE 1 SEE NOTE 1.1 /I' MIN INTERIOR EXTERIOR Jl HORIZONTAL CROSS SECTION 4 Shown w/IX sub -buck NOTE: I. The sidelite is direct set into the jamb with (12) item AIM (#8 X T PFH wood screw). There are (4) at each vertical jamb from the top down at 13.5". 31", 48.5" d 66". XTERIOI ITERIOF 4 HORIZONTAL CROSS SECTION j Inswing configuration d)s. z 6 O N /1 z n U Z N •; 9 U G z n Z m UEo • ii d 4 0 E oz 11 iwr A W1 U `.% t Na EXTERIOR INTERIOR u 62 60 619A 1 VERTICAL CROSS SECTION 0 tswing shwon -inswing also approved tor'HVHP we requirements 61 EXTERIORINTERI 4 VERTICAL CROSS SECTION Inswing configuration see general notes. sheet I for "HVHZ Water Inlltration requirements VERTICAL CROSS SECTION SECTION k,!,J Shown w/IX sub -buck 11 In o FF4Cj4Aj bbbbb& i 2 m dmu o on m U C4 y v U O Zn [ Z 9m0N NA 7 O c oCZ m yyEE U: N.T.S. BY: JK c Irr: LFS 3 6WWO NO.: n FL-15036.8 C- a 5 OF 9 v o D • D • . D 50 M tnzua SEE NOTE 1 INTERIOR 1pFEXTERIOR 1 VERTICAL CROSS SECTION 6 Outs p g shown - inswing also oproved INTERIOR EXTERIOR SEE NOTE I (M), 3 VERTICAL CROSS SECTION 6 Outswing configuration ZCy m EXTERIOR SEE NOTE 1 z a c INTERIOR 5 VERTICAL CROSS SECTION 6j Outswing configuration SEE NOTE I INTERIOR EXTERIOR VERTICAL CROSS SECTION z z 6 Shown w/1Xsub-buck zo JU UM p o: NOTE: 1. Anchors oss'y thru head and n sill of 1' in from each corner end. it 0 o a VERTICAL CROSS SECTION 6 Inswing configuration DAM 02124112 Sear N.T.S. owc. sr. JK CXK irr LFS Oru•wc NO, FL-15036 8 skm 6 or 9 1" rr MASONRY J TYP. HEAD MASONRY OPENING 3 JAMBS OPENING SEE NOTE 1 $ MULLION L FRAME 2X BUCK SHOWN FOR d ti REFERENCE !_ ONLY 3 2X BUC BUCK ANCHORING STRIKE JAMB CONCRETE ANCHOR NOTES: I. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN.: MIN: CLEARANCE, MIN. CLEARANCE TYPE SIZE' EMBEDMENT TO MASONRY - TO ADJACENT, EDGE: ANCHOR ITW 1/4" 1 1/4- 2" 4" TAPCONo ELCO o 1/4" 1.1/4" 1 4" ULTRACON ITW o 3/16• 1.1/4" 3" TAPCON wut u r<cw Irvarn«nnvry rvviw. I. Maintain a minimum 5/8' edge distance, I"end distance, d 1"o.c. spacing of wood screws to prevent the splitting of wood. i 3" 4" II I III SEE DETAIL 1 IIII L TYP. HEAD 6 JAMBS M TYP. tq cJ d 41- 1 SILLTYP. SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck construction L M OUTSWING 63 L INSWING DETAI Attach surface bolt strike plate to frame as shown (Outswing) OUTSWING 65 66 L INSWING 63 LATCH 6 DEADSOLT DETAIL DETAIL 2 Attach surface bolt spike plate of the threshold Outswing) 1 HINGE JAMB 63 64 DETAIL 1 Attach surface bolt strike plate to frame as shown (Inswing) 64 63 DETAIL 2 Attach surface bolt strike plate at the threshold Inswing) i 609 om co O n Z U N n t\\ V = o = U m. 0 CW 4ca Vmaa y 4 d cZi goo° ^ ' NO OU ZUD: O O'n ZO V2 Zo W m 7Z 2 W yNj W j O z a U cam a HINGE DETAIL suac N.T.S. 9 owc m. JK m roc n: LFS 3 ORMW NO: O FL- 15036.8 a SHa ] Or ) n 0 3" Pn 28 M OUTSWING IF. ... I QY- INSWING o m SEE DETAIL 1 1 M OUTSWING 'f L* Iss %``` o n m i U N o TYP. HEAD 3 L INSWINGZ° a Em m o JAMBS _ 27 \ ( N S u$ 9 d `o a MASONRY \\ s1 d Y ID a:`a m OPENING r:ZoLATCHADEADBOLTDETAILEo° i $ 3a yU i fn m Q B M TYP. 9 0 X u FRAME ^ v 12 zo z N m =U lU tiU w UZ> m Q2O S C1 W n IX BUCK to aa E a a RIRGEDETAII Z b7 63 i F TYP. N y SILL94 m 0 V O O V _ N N V IA e I I I I 63 64 W W 0 g SLuEEDETAIL2 e n Zi DETAIL I DETAIL I o o rr STRIKE JAMB FRAME ANCHORING HINGE JAMB Attach surface bolt Attach surface bolt F F CONCRETE ANCHOR NOTES: Masonry t X buck construction stake plate to home stake plate to frame < as shown (Outswing) as shown (Inswing) mo 0 1. Concrete anchor locations at the corners may be adjusted to maintain the min. ° o edge distance to mortar Joints. _ 0 2. Concrete anchor locations noted as MAX. ON CENTER"must be odjusted to 65 66 = '^ ° o maintain the min. edge distance to mortar joWs, additional concrete anchors err may be required to ensure the "MAX. ON CENTER' dimension are not exceeded. a 0yS 3. Concrete anchor table: Z U DATE. 02124112 i f 63 scue N. T. S. ° 21/ 4-63 M. BY. JK E DETAIL 2 DETAIL 2 CM. er. LFS 3 Attach surface boll Attach surface bolt °Mwwc r°.: e WOOD SCREW INSTALLATION NOTES: strike plate of the threshold strike plate at the threshold FL-15036.8 " I. Maintain a minimum SAr edge distance. 1' end distance. A 1' o.c. spacing of (Out`wing) (Inswing) n o wood screws to event the splitting of wood. sr,EET 8 OF 9 O ANCHOR. ANCHOR MIN. -, MIN• CLEaRANCF MIN: CLEARANCE TYPE. SIZE - EMBEDMENT TO MASONRY. TO ADJACENT EDGE ANCHOR Irw t• t/• r TAPCON RIN J/ 16' t•1/P BILL OF MATERIALS REM DESCRIPTION MATERIAL REM DESCRIPTION A 1 X BUCK SG >= 0.55 WOOD 23 PLASTIC UP LRE FRAME SMC SMC B 2X BUCK SG >= 0.55 WOOD 24 1/4"INTERCEPT SPACER STEEL C MAX. 1/4"SHIM SPACE WOOD 25 SILICONE CAULK SILICONE D 1 /4" X 2-3/4"PFH ELCO CONCRETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL F 1/4"X 1-3/4- ITW CONCRETE SCREW STEEL 29 8-lOX 1-1/2"PLASCREW STEEL 1/4" X 2-1/4"PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. WOOD 1/4" X 3-3/4' PFH RVJ CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC 10 X 2" PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. LN 8 X 2-I /2" PFH WOOD SCREW 1.1 S MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. 8 X 2" PFH WOOD SCREW STEEL 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS I /4" X 2-3/4"PFH ITW CONCRETE SCREW STEEL 41 DOOR SKIN; .125 MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 42 TOP RAIL COMP. 9 4" X 4" HINGE .09T' THK STEEL 43 LATCH STILE WOOD 10 10 X 3/4"PFH WOOD SCREW STEEL 44 HINGE STILE WOOD 11 3/8' X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP. 12 810 X 1-3/4"PFH WOOD SCREW STEEL 46 POLYURETHANE FOAM 1.9Ibs. DENSITY) POLYURETHANE 14 1" L. X .040" DIA. BRAD TRIM NAIL STEEL 50 SIDELITE PANEL -SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS 15 INSWING SIDELITE SPACER PVC 51 SIDELITE TOP 3 BOTTOM RAIL COMP. Ol1TSWING SIDELITE SPACER PVC 52 SIDELITE STILE WOOD KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 60 1 /2" SURFACE BOLT SPACER STEEL b-18 X 1-3/4"PFH SCREW STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .25' THK. STEEL STEELr22HEADERJAMBSG >= 0.42 WOOD 62 1/4-20 SEX BOLT W/ 1/4-20 FEMALE END X 1-3/4" L. STEEL SIDE JAMB PINE SG >= 0.42 WOOD 63 SURFACE BOLT STRIKE PLATE STEEL KWIKSET DEAOBOLT -SIGNATURE SERIES 780 STEEL 64 10 X 2-1/2" PFH SCREW STEEL 1 /8 THK. CELLULAR GLAZING TAPE 65 3/16" X 2-1/4"PFH RVJ CONCRETE SCREW STEEL 4.56" 66 3/16" X 2-3/4"PFH ITW CONCRETE SCREW STEEL 61 3/ 16" X 3-3/4"PFH R1N CONCRETE SCREW STEEL C ' AO nMATERIAL z° O P t yG` L of n N 6 LLLI L 111 ``` Z n m Z y 8 N •• C v 0 G z{ Em 9m u g LO [ W V E - r 00. 0 4 C 0z a z0 J O WW Si ^ o rn FW OV m J U K mo o 3(PINE)a a E m0 z InE2 V z 2.20" P W O St `y 2.12 --{ i Tik' I < 19 2p HEAD i SIDE F- 4' Q. IJamb mOUTSWINGSIDEUIE UMP FACE THRESHOLD LOW PROFILE o = 4.56' 2.59" 16 Spacer W = 2.11 s 2.36' r--1.68 --1 o _ o S 2.14' i F 1.6Y -- 1.68" 5.75 N L -r Z a 02 24 12 o ' o 71 L SCALE N.T.S. a DWG. BY: JK aL0.53" -I -- i-- 53" cHK. rr• LFS' E T ; 39 HIGH WATER DAM THRESHOLD 23 cerShutSTICUPWEFRAME15SNpSaWING SIDEIRE 26 ELASTIC lIP llTE FRAME SELF ADJUSTING SADDLE THREHOLD FL-15036.8 0 sHetr 9 OF 9 G R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Autltorization No 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door Doors Assemblies Edgerton, OH 43517 Inswing I Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.9 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.9 3. Calculations Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) j9act,ae GG1 L yI Lyndon F. Schmidt, P.E. 4. Quality Assurance °e° tIl i Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is I` J ail Og s manufacturing products within a quality assurance program that complies- ,r with ISO/IEC 17020 and Guide 53. t-; . ;mil_ C, Lyndon F. Schmidt, P.E. v: n' `' FL PE No. 43409 ice^~ ( 7 ? t , r,•" ;;: y6° a 10/16/2017 Sheet 1 of 1 •• .; _. = ;q v4' r sd PVG gal+ oy, Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by THERMARTRU° DOORS Classic -Craft° FIBERGLASS DOUBLE DOOR INSWING / OUTSWING NON -IMPACT' GENERAL NOTES I. This product has been evaluated and is in compliance with the 6th Edition (2017( Florida Building Code FBC( structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the'14VHP this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 d R301.2.1.2. S. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill Item #39 under active doors meet water infitration requirements for'I IVHZ". 8. Inswing configurations and outswing configurations using sill items #31 3 #33 under the active door do not meet the water intliralian requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZI only in non -habitable areas or at habitable locations protected by on overhang or canopy such that the angle hetween the edae of conoov or overhona to sill is less than 45 degrees. TABLE OF CONTENTS SHEET# DESCRIPTION I Typical elevations, design pressures S general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections 5 Buck anchoring 6 Frame anchoring - 2X buck masonry construction 7 Frame anchoring - 1 X buck masonry construction 8 Astragal details 9 Bill of Materials L Components 71.5 MAX. OVERALL FRAME WIDTH z 3 2 Cf L S a _ S = W O O• SWING = OVERALL_- FRAME DIMENSION - DESIGN PRESSURE (PSI)_.- WITHOUT SURFACE_ -.- _ BOLTS_ WITH SURFACE - BOLTS , . POSITIVE= NEGATIVE - POSITIVE" _ NEGATIVE INSWING 74.5" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 74.5" x 96.5" 47.0 47.0 60.0 E- 02/24/12 LE: N.T.S. BY. JK er: LFS WM NO' FL-15036.9 a 1 or 9 EXTERIOR z° 4'; O?" fill It, UN •• O A = G z U INTERIOR m ca 4 • 1 HORIZONTAL CROSS SECTION € o = d 36.Q' MAX. ' c3`di DOOR 2 8 PANEL WIDTH ce 2 c a Q 20 0 EXTDIM I N WH ERIOR INTERIOR w5o s a 4.11* m 7 0 2 U 0 O L7 O I- 1.18' 0 ~ _ = I rc E Z to n a Lz m O E! e U U O 2 4Y iOP RAIL 4J LATCN ST1LE ^ 00 V N N V) v a W W O O O s 1.4r 10 DOOR PANEL —T I = n ° C1assk13ES NOTE: WOOD DOOR COMPONENTS: OAK ISG>-0.671 , TArz:02 24 12 z W dl HINGE STILE 4S BOTTOMRAII sc4L N.i.S. F 2 VERTICAL CROSS SECTION owc. rn JK m Cwc. n. LFS ; E ORA-Wc NO.: tt FL-15036.9 0 SHM _L OF 9 p 4 4 EMB. PP.) _ n n 20 p. z q'' 0` o 0 1•'• pJ` Z t n O n 10 0 8 v u •i 21 40 7 N g`u$ 9o`oa INTERIOR c ° ° 'm a a wC4 d 1 0 2 0 0 3 W3 Lj 3 D a 3 D O Inu Z R, EXTERIOR 10 H i n 90cn wWV O(n 61 E m 4 HORIZONTAL CROSS SECTION ¢ a U 1-1/4-MIN. 3 Shown w/IX sub -buck 1.1/4'MIN. I o EMB. PP.) 3 4 5 EMB. PP.) o 4 4 4 C D a a e C O.1S 0.1S z • • CSINK CSINK L (n'PJ ITYP.) L a 20 20 o0 N N g 8 40 1 8 qQ ° W W o 77 INTERIOR 7 INTERIOR e 00 oo O W = a K 10 EXTERIOR 13 EXTERIOR 10 K N - - W qQ q0 lQ DATE: 02124112 i F 8 10 9 L 27 9 8 SCALE: N.T.S. ° fn E E °wc. BY, JK m CHIC. Br: LFS 3 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION onAWM NO, ini 3 Outswing shown - inswing 3 Oufswing shown - inswing 3 Outswing shown -inswing FL-15036.9 " also approved olso approved olso approved a sNEn 3 OF 9 " O G s 1 VERTICAL CROSS SECTION 4 OuVng shwon - Inswing ISO approved 62 EXTERIOR INTERIOR see general notes, sheet 1 for'HVHT Water Infitration d7 _ z 666 Q': Q da a, n EXTERIORINTERIOR 2 I Q v EXTERIOR604elINWTERIOR Br. JK c. BY: LFS wM NO.: FL-15036.9 U OF 9 N Vj D r r 11111 `V8 "qN _ o a p Z. V TYP. HEAD ' t o 9 3 JAMBS Ri o d c° a MASONRY cc + m d a L OPENING B Eg `o i O 8 J`o: K U ASTRAGALg o SHOWN FOR iv v REFERENCE m 2X BUCK ONLY' m Ko T d o a m L e n v 0 0 N N 0 W ZWO b D CONCRETE ANCHOR NOTES: 20, o: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. BUCK ANCHORING edge distance to mortar Joints. 2. Concrete anchorLocations noted os MAX. ON CENTER' must be adjusted to > maintain the min. edge distance to mortorjoints, additional concrete anchors may be required to ensure the MAX. ON CENTER' dlmenslon are not exceeded. A 3. Concrete anchor table: ; a 0. Te:02 24 t2 = WALE! N.T.S 9 trxc " JK m cm BY. LFS 3 oRAw G W: a WOOD SCREW INSTALLATION NOTES FL-15036.9 1. Mahlfaln a mirmnum 5Ar edge distance, f end dhtonce. 6 1• o.c. spooling of a wood screwy to prevent the spOning of wood. SHEET 5 OF 9 O ANCHOR ANCHOR MIN..;. MIN. CLEARANCE i0 MIN. CLEARANCE TYPE SIZE EMBEDMENT MASONRY EDGE TO ADJACENT ANCHOR ITW o 1/4" 2' TAPCON ElCO o 1/4" 1" ULTRACON I I I I I to SEE DETAIL L I ASTRAGAL MASONRY — TYp, HEAD OPENING & JAMBS SHOWN FOR FRAME REFERENCE ONLY d LO SEE DETAIL TY . — 7 SILL I _ I I I I 1 I 1 FRAME ANCHORING Mon2X buck construction for DP <= 48 PSF L r ASTRAGAL STRIKE JAMS CONCRETE ANCHOR NOTES: 1, Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjolnts, additional concrete anchors may be required to ensure the "MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN: MIN. CLEARANCE MIN. CLEARANCE TYPE. SIZE EMBEDMENT iOMASONRY._ TO ADJACENT ANCHOREDGE IT4V c 1/4" 1.1/a" 2' a' TAPCON ITW 3/16" 1.1/4' 3" TAPCONV 1 I rvyyu3 Cry IrvJIAL 11WN wy ca. f. Maintain a minimum 5/8' edge distance, I"end distance, 6 1"o.c. spacing of wood screws to prevent the splitting of wood. I I I I I_ g L1'r 2 c°pn SEE DETAIL 'i L . z 6 m 6 L '1' — rrrt 1 111 1` V N.. z MASONRY TYP HEAD n o a' z o OPENING _ JAMBS _ (• R e u$ 9 p o a lea maa ASTRAGAL $ c o SHOWN FOR REFERENCE — o o° FRAME ONLYaZ El x a O m0G 2X BUCK GI? o N SEEDETNrI I SILL _ Jm W a a FRAME ANCHORING HINGE JAMS Masonry 2X buck construction m for DP > 48 PSF and DP <= 6OPSF u u 2 L 2 63 9 I° L K GG N N 10 rn W W Z0 10 iE u_+ b N 63 DETAIL 1 DETAIL I 28 d a Attach astraggaUsurface bolt Attach astragal/surface bolt > z stoke plotes to fame stn'ke plates to frame L HINGE DETAIL ^ _ as shown (OutswlrQ) as shown (Inswing) F ' 63 65 66 64 0 - L N_oz L DATE 02124112 i 27 Swc: N.T.S. `- 63 orc. ay. JK a DETAIL 2 7DETAIL 2 aa. BY. _ LFSM. o Attach surface bolt Attach surface bolt M.G L-15036.9 strike plate at the threshold strike plate i DEADSOLT DETAIL FL— at the threshold Outswing) (Inswing) SHEET _L or 9 a 7s SEE DETAIL 1" MASONRY TYP. HEAD OPENING JAMBS ASTRAGAL _ SHOWN FOR FRAME REFERENCE ONLY I 1 X BUCK F SEE DETAIL TYP' 2" SILL I I I I I I I I FRAME ANCHORING Mosor7 1 X buck construction or DP <= 48 PSF 7s SEE DETAIL MASONRY TYP, HEAD OPENING JAMBS ASTRAGAL SHOWN FOR FRAME REFERENCE ONLY _ a U O IX BUCK F SEE DETAIL NP• 7 ( SILL I 1 I I I I I FRAME ANCHORING ASTRAGAL STRIKE JAMB M IX bu k traction CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar/oints, additional concrete anchors may be required to ensure the "MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: L r ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE.SIZE- EMBEDMENT TO MASONRY EDGE:.' TO ADJACENT ANCHOR' ITW o 1/4" 1-1/4" Y 4" TAPCON ITW 3/16, 1.1/4" 3" 1.1/YTAPCONo I nwv a.r«•. u..nnw uvn nv111. I. Maintain a minimum 5/8" edge distance, I"end distance, d I"o.c. spacing of wood screws to prevent the splitting of wood. asonry C COIIS for DP > 48 PSF and G DP r_ 6OPSF 2 67 2 63 63 L 64 DETAIL I DETAIL I Attach astragal/surface bolt Attach ostragol/sudace bolt strtke plates to frame strike plate to frame as shown (Outswing) as shown pnswing) 63 65 66 64 63 DETAIL 2 DETAIL 2 Attach surface bolt Attach surface bolt stAke plate at the threshold strike plate at the threshold Outswing) (inswing) r: t• S ~ Z oa T W• j °an cI} of rrrrl 11. 111 I`` -0 o i { oEa z Wa jIg9oato L II 4 o z yy ( d '10 1 3 Y cZ I} m G Fn 18 ZiQ O mI a O n a HINGE JAMB LATCH A DEADSOLT DETAIL uc N.T.S. er. JK C. BY. LFS LWING NO.: FL- 15036.9 a _ L OF 9 j:V•• OX.JWn n mITT zz C o Z 0 Z UEom os=g o9CW 95.25' a n 5pta m a a 20.63' 18S 1 4.38" oe 1 a: z a IOIOO 3 13 TYP. o a o 13 TYP. TYP 13 J m U W Hu KO O K E 1$' IS a a L^Lnm 3 V 3.25 U mUm 2. OJS 1.91' -- 0.75 O ONN pW W Ln SEE NOTE 1 J41- 0.06- ci 0— 2 o II 0.13' F ; r 0 ASTRAGAL DETAIL N ^ I O o Z U NOTE. DAre:02124112 z ScmF- N.T.S. 1. THE ASTRAGAL BOLT HAS A 37THROW AT THE TOP AND DWG. Err. JK mTHEBOTTOM. 2 CHX. BY. LFS 3 DRAWNG NO.. N FL-15036.9 0 N sNcn _L OF 9 0 f Blll OF MATERIALS ITEM DESCRIPTION MATERIAL A 1XBUCKSG>=0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX.I/4"SHIM SPACE WOOD D 1/4" X 2/4"PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE F I /4" X 1-3/4' RVJ CONCRETE SCREW STEEL G 3/16" X 3-1 /4"PFH ITW CONCRETE SCREW STEEL H 1/4" x 3-1 /4"PFH ITW CONCRETE SCREW STEEL I 1 /4" X 2-1 /4"PFH ITW CONCRETE SCREW STEEL J 1 /4" X 3-3/4"PFH ITW CONCRETE SCREW STEEL K 10 X 2" PFH WOOD SCREW STEEL L 8 X 2-1/2" PFH WOOD SCREW 1.15 MIN. EMBEDMENT STEEL I HURRICANE ASTRAGAL ALUM. 2 ASTRAGAL STRIKE PLATE STEEL 3 ASTRAGAL FLUSH BOLT STEEL 4 ASTRAGAL FLUSH BOLT RETAINER ALUM. 7 SHORT REACH COMPRESSION WEATHER-STRIP I : N• i ' 0` om I nm $r..z o Fes— 2.34r o a" z U 19 pp HEAD i SIDE m $ m Q. Q. Jamb D 4 C6z MO tj o I-- 2.20' i I 43 Eno WW e T F 4.63" —I i v) ¢ 2 St n m a J1 BUM/FACE iHRESHOID LOW IROfILE W o m J a UI o Q] V z c S.7S o a z U U TT y 1 = N N z dd Z e ' SELF ADJUSTING SADDLE THREHOLD w w N e D 00 e 4.56" a a R 2.36' T A z I} cy _ 0a LWE 02124112 i u. 11llzzzz N.T.S. d 39 HIGH WATER DAM THRESHOLD °N0 B JK m e a«. w LFS ; ORAWWO NO.: 0 FL-15036.9 N sxcn 9 of 9 0 FOAM 0 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ' requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate .from the details of drawing FL-15036.10 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ'. 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ'. Inswing units shall be installed (in the "HVHZ') only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.10 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL 15036.10 RW Building Consultants, Inc. (CA #9813) ttto iai, 09$ee Lyndon F. Schmidt, P.E. 3. Calculations Prepared by oo° a` • S'; r J,l aof Signed 8 Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) c '.•'C.'=.1'•' u •e yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 43409 6d 4. Quality Assurance # ; • ` Certificate of Participation issued by National Accreditation and Managemerg _. Institute, certifying that Therma Tru Corporation is manufacturing products :'Q = within a quality assurance program that complies with ISO/IEC 17020 and '. S f ."i't_ O'r ' 10 a Lyndon F. Schmidt, P.E. q FL PE No. 43409 Guide 53. .a'•. E ; " qo 10/16/2017 Sheet 1 of 1 % R ,, •`• {? e J FO 6 QIi5^se:a 0 0 THERMANTRU° DOORS Classic -Craft. FIBERGLASS DOUBLE DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code FBC) structural requirements including the'liigh Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the'1 VHT' this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 lL R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infitration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 ll #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (n the NVHZ") 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 sil is less than 45 degrees. TABLE OF CONTENTS SHEETtt DESCRIPTION 1 Typical elevations, design pressures S general notes 2 Door panel details 3 Sidelite panel details b Glaring detail 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and frame anchoring - 2X buck masonry construction 8 Frame anchoring - I X tuck masonry construction 9 Astragal details 10 Bill of Materials d Components lOS.S MAX. OVERALL FRAME WIDTH Zz Z O m m 0 19 O b P •0O- SWING OVERALL FRAME---: DIMENSION.. DESIGN. PRESSURE (PSF) WRHOUTSURFACE----- BOLTS WfTHSURFACE=-- BOLTS- ---' '_- POSRiVE- NEGATIVE : POSITIVE - NEGATIVE INSWING 105.5" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 105.5" x 96.5" 47.0 47.0 60.0 TE. 02/24/12 ue N.T.S. re Of. JK iK. Or. LFS ARWG NO: FL- 15036.10 ccr 1 or 10 EXTERIOR 46 i : N: u p. J h m lf 42 7 z O An h II I11 T U N •• _ Z Q ZU INTERIOR 46 H$ 9 o 0 a maa 1 HORIZONTAL CROSS SECTION cd 0 Zctj N 2 3a Gj36.0"MAX. DOOR PANEL WIDTH 2 x 2 Q N W EXTERIOR INTERIOR Wcg> W a o: m 7 g o I T I a a y 9 gym 1 m n O 2 I TOP RAIL LATCH STIIE N N N P 00 O 41 iE w 00 Ln 1.19' o 0 D LTOOR PANEL II • I .AT a n 40 C1assk Gran a NOTE WOOD DOOR COMPONENTS: OAK (SG >- 0.67) y- J_ T— DATE:02124112 SC&E: N T S. HINGE STIIE S eotion+ RAn 2 VERTICAL CROSS SECTION DWr ErY. JK 2 CHN. W. LFS DRA.WG NO, FL-15036.10 sHEs 2 Of 10 9 13.7 PANI 7. D.L SO SIDg PANEL NOTE: WOOD SIDEIITE COMPONENTS: PINE (SG - 0.42) NOTE: 1. Spacing for item N 18 & 829 (life frame screws) Is as follows: From the bottom up on sides: 6.5". with 7) more spaced at 9.88" o.c. there are (2) screws both top and bottom 2.13" in from each corner. I F-14T Sl SIDgELZTETOP i UK Ra EXTERIOR INTERIOR IZONTAL CROSS SECTION c• r_ cc 4. THK. APERED kSS SPACE IPERED ASS INTERIOR GI GLAZING DETAIL S Ina - fo glass W/ pvcGtehomeMIN. SS THK. 1/ 8" TEMPERED GLASS AIR SPACE TEMPERED GLASS EXTERIOR Av• Y. Q rN1 Z 0 O P N .; UN •: v o Z V om 51ogxggc w oa0 Ec vzQ Q z0 O U I rn m U WEnW coQ U U W K Q3 o n 0 F INTERIOR a 2 VERTICAL CROSS SECTION 3 TE: 02124112 L N.T.S. IG. BY. JK K. or. LFS AWING NO: FL— 15036.10 urr 3 or 10 2 I 5 G 121 2 6 6 5 5 SEE NOTE I NI 1 14 50 11 INTERIOR L EXTERIOR 20 n o.ls CSINK C ( TYP I B 1-1/4"MIN. 1 HORIZONTAL CROSS SECTION D d 21 d 2 4 0 0 0 17 61 3 4+ q q D EMB. (TYP.) q Outsv ng shown - inswing also approved 5 4 3 6 6 6 NOTE: 1. The sidelite is direct set into the jamb with (12) item SM (88 X 2" PFH wood screw). There ore (4) of each vertical jamb from the top down at 13.5". 31", 48.5" 3 66". 2 HORIZONTAL CROSS SEC110N q Outswung Shown . inswing also approved INTERIOR EXTERIOR 3 HORIZONTAL CROSS SECTION 4 Outswing configuration INTERIOR S 4 EXTERIOR i-i /P ulm 5 HORIZONTAL CROSS SECTION 4 Shown w/1Xsub-buck OTE 1 0.15 CSINK TYP•) 7 EXTERIOR INTERIOR yip''/. 0 `` nA— z 4i O Is zwn 111 t•111 2UP y`` Z O U nC a 5 . o • mda g 4 0 E ZEo SEE NOTE I 4 HORIZONTAL CROSS SECTION q Inswing configuration n:02124112 All. N.T.S. IG BY. JK ix. By. LFS AWNG NO.: FL- 15036.10 rr 4 OF 10 z z E 2 E u a 1 VERTICAL CROSS SECTION S also PPro wd inswing see general notes, sheet I for IMF water inf0trotion requirements see general notes, sheet 1 for'HVHT water Infiltration requirements INTERIOR " EXTERIOR 61 62 2 VERTICAL CROSS SECTION Shown w/IX sub -buck see general notes, sheet I for'HVFff water infiltration requirements C Ln Oo n i W N CU07 KO a ALE N.1' S. m art JK X rn. LFS AWNG fro FL— 15036.10 EV 5 or 10 t 50 0 SEE NOTE 1 INTERIOR EXTERIOR 1 VERTICAL CROSS SECTION 6 Oufswing shown - Inswing also approved INTERIOR EXTERIOR SEE NOTE 1 T M , VERTICAL CROSS SECTION 6 Out wing configuration EXTERIOR (; SEE NOTE I M INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration SEE NOTE I INTERIOR EXTERIOR U * d) a Q a•Z`^ z op 40 :ConnVg con R = m z o X. w Z Z V ui o° z S14a 2 VERTICAL CROSS SECTION Q z 6 Shown w/l x sub -buck Z) 8 0 Ih E GW NOTE: I. Anchors oss'y thru head and m sill at 4' in from each corner end. O o WMI a 4 VERTICAL CROSS SECTION 6 Inswing configuration I AU N. T S. ro. BY: JK x m LFS WINO NO: FL- 15036.10 ircT _L or IO D TYP. HEAD MASONRY 3 JAMBS OPENING 2X BUCK t5 z f 2 J II ASTRAGAL AND MULLIONS L SHOWN FOR REFERENCE ONLY a o T BUCK ANCHORING CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as 'MAX. ON CENTER" must be adjusted to maintain the mfn. edge distance to mortarjoints, additional concrete anchors may be required to ensure Ihe'MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR- ANCHOR MIN. MIN. -CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASOIJRY .. TO ADJACENT - EDGE ANCHOR ITW • 1/4" 1.1/4' 2" 4' TAPCON ELCO • 1/4' 1.1/4' 1" 4" ULTRACON ITW • 3/16' 1.1/4" 3' 1.1/2" TAPCON LJLJU 3L.KC" IN3IALLAIIUN NUIC3. 1. Maintain a minimum 51X edge distance, ?"end distance, d I' o.c. spacing of wood screws to prevent the splitting of wood. MASONRY OPENING FRAME 2X BUCK ASTRAGAL STRIKE JAMB 2 63 DETAIL I Attach astrogal/surface bolt stoke plates to frame as shown (Oufswing) 63 6S 66 DETAIL 2 Attach surface bolt stoke plate at the threshold Outswing) ETAIL 1 II II I to I I I SEE D FRAME ANCHORING Masonry 2X buck construction 2 63 64 DETAIL 1 Attach astra oVsurface bolt strike plates to home as shown (Inswing) 64 V DETAIL 2 Attach surface bolt strike plate aft trhee)threshold I L e LATCH A DEADBOLT DETAIL U N r 1 1111 o Y1 .. . z CI a 3 n 2E o oUzmZU u 3doa to Id r maa a4 cZo 3 8P1 c W3d NZO C VU zZ) 1 ce oz 1n O ZO IWI r I(yyygn' j < 25 W O u HINGE JAMB U o a O ]c ]c mm a 0W 0 HINGE DETAIL SCALE: N.T.S. By. JK cHK.IN: LF'. FL- 15036.10 m 7 or 10 z 2 E 5 d SEE DETAIL J TYP. HEAD S JAMBS ASTRAGAL SHOWN FOR M nP• REFERENCE ONLY N F TYP. SILL SEE DETAIL 2" I I I I l I I I I to cm'i n N r7 y yy UN •• N C 9 Z G= U 00 MASONRY `' m a a` ' OPENING co28g € 0 to U Cr m FRAME 0 E o xzj 7}— — O D o I y ?Z27 + O WV 3 ZZ L co W Q2 IX BUCK to K LATCH A DEADBOLT DETAIL I o o0 a a N> 9 m 12 10 10 NN V1 aO Z W W O ti HINGE JAMB h Zi ASTRAGAL STRIKE JAMB FRAME ANCHORING o o Masonry 1 X buck construction HINGE DETAIL F CONCRETE ANCHOR NOTES: oI. Concrete anchor locations at the comers maybe adjusted to maintain the min. CL Q. edge distance fo modar/dnfs. 2. Concrete anchor locotions noted as "MAX. ON CENTER" must be adjusted to G 67 NZmaintainthemin. edge distance fo modarjdnts, additional concrete anchorsLJ may be required to ensure the MAX. ON CENTER" dimension ore not exceeded. 3. Concrete anchor fable: s. u re: 02 24112 63 G 64 63 N T.S. 2 M. Br JK DETAIL 2 DETAIL 2 DAAIL 1 DETAIL 1 cNx. BY. LFS Attach surface bolt Attach surface bolt Attach astrag0Us11 ace bolt Attach ostra of/surface bolt ORAWM ,p WOOD SCREW INSTALLATION NOTES: strike plate at the threshold strike plate of the threshold strike plates to frame stoke plates to home FL— 1503 6.10 I. Maintain a minimum 51T edge distance. I"end distance. a t"o.c. spacing of (Inswing) (Oufswing) as shown (Inswing) as shown (Outswing) wood screws to prevent the spdtting of wood. SHEET Et or 10 ANCHOR ANCHOR MIN.- - MIN. CLEARANCE MIN. CLEARANCE TYPE SITE EMBEDMENT TO MASONRY.-.' 70ADJACEM. EDGE ANCHOR'-: ITW 1/4" 1.1/1" 2• 1• TAPCON ITW 3 1d• 1.1/1• 1.1/7• fAPCON ul Z jGl\ J 0 m CD 2 O m e 1 I111 U N ,: Z 9 U C Z l 95.25 Tri i m a It e 20.63 18.5 a 4 CC-14.38' D = gig c LiN: 0I IO o< 13 TYP. oo 0 13 TYP. TYP. 13 N ; m WV 3WN a) G e B V W KO OO 4.S 4.7 a a m 3.25 3.25 UUm T T 0.7S 1.91' -- 0.75' 00 W W O SEE NOTE 1 N 0.06' NA-40— 0 0 as Le) e i I-- 0.1 T F a AMGAL DETAIL i N 1 Z U NOTE: MTc 02 24 12 SwF: N T.S. o1. THE ASTRAGAL BOLT HAS A T THROW AT THE TOP AND THE BOTTOM. DWG BY: JK m oNK. er. LFS 3 DRAWD4 NO.: FL-15036.10 N u sNrFT 9 or 10 N z J N a 0 z Q 0Z. ea N ri UNoflilt" 0 •; v u oIu Em m o a g c°amaa c° oZ a cc N w m §a W v m u o m z 0 0o r a a TEE 00 N N p NWWO 4.56' I 2.20" e 23T O oo as Imo- rI 19 20 Homo A SIDE 16 O UiSWING SIDEUTE 1 EUMI FACE THRESHOLD LOW IROFRF o _ o¢ 2.36' 1.56' r- 2 I--1.dLi —^i I -- cer 2.1 ' 1 I I I.66 — I I 5.75 1,6T I N Z U T I I -T DATE 02124112 SCALE: N.T.S. ° c P L-' owc. m JK G L 0.53" i I - T --i i-- 53 aa. BY LFS 3 1 04wwp N0: n 39 HIGH WATER DAM THRESHOLD I7 50 UI WE FRAME TS NG SIDEUTE Spacer Zl ELASTIC V/ UTE FRAME JJ SEIf AQ1USiTNG SADDIf THRfHOLD FL-15036.10 n sHecr 10 a 10 O BILAv ME L OF MATERIALS REM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD 21 KWIKSET DEADBOLT -SIGNATURE SERIES (180) STEEL B 2X BUCK SG >= 0.55 WOOD 22 1 /8 THK. CELLULAR GLAZING TAPE C MAX. I /4' SHIM SPACE WOOD 23 PLASTIC LIP LITE FRAME (SMC PVC D 1/4" X 2-3/4"PFH ELCO CONCRETE SCREW STEEL 24 1/4" INTERCEPT SPACER STEEL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING i0 ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE 25 SILICONE CAULK SILICONE 26 PLASTIC LIP Lf1E FRAME PVC PVC F 1 /4" X 1 /4" RW CONCRETE SCREW STEEL 27 LATCH STRIKE PLATE STEEL G 3/16" X 3-1/4"PFH ITW CONCRETE SCREW STEEL 28 DEADBOLT PLATE STEEL I 1 /4" X 2-1 /4" PFH RN! CONCRETE SCREW STEEL 29 K40 X 1.79' PT THREAD MAJOR DIA. 4.OMM SCREW STEEL J 1 /4' X 3J/4" PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD L f18 X 2-1 /2" PFH WOOD SCREW I.1S' MIN. EMBEDMENT STEEL 32 DOOR BOTTOM SWEEP PVC M lt8 X T PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. N 1/4" X 2/4"PFH ITW CONCRETE SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. 1 HURRICANE ASTRAGAL ALUM. 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 2 ASTRAGAL STRIKE PLATE STEEL 41 DOOR SKIN;. 125 MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS 3 ASTRAGAL FLUSH BOLT STEEL 4 ASTRAGAL FLUSH BOLT RETAINER ALUM. 42 TOP RAIL COMP. 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 43 LATCH STILE WOOD 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM M HINGE STILE WOOD 9 4" X 4" HINGE .097" THK. TEEL 45 BOTTOM RAIL COMP. 10 M 10 X 3/4' PFH WOOD SCREW STEEL 46 POLYURETHANE FOAM 1.9 Ibs. DENSITY POLYURETHANE I 1 3/8" X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 50 SIDEUTE PANEL - SEE SIDEUTE PANEL DETAILS SHEET FOR DETAILS 12 N 10 X 1-3/4" PFH WOOD SCREW STEEL 51 SIDELffE TOP d. BOTTOM RAIL COMP. 13 N 10 X 1-1 /T PANHEAD SMS STEEL 52 SIDELffE STILE WOOD 14 1" L. X .040" DIA. BRAD TRIM NAIL STEEL 60 1 /T SURFACE BOLT SPACER STEEL 15 INSWING SIDELRE SPACER PVC bl IVFS SURFACE BOLT #454 8.0' L. X .2S THK. STEEL STEEL 16 OUTSWING SIDEUTE SPACER PVC 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1.9/4" L. STEEL l7 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 63 SURFACE BOLT STRIKE PLATE STEEL 18 t76-18 X 1-3/4" PFH SCREW STEEL 64 H 10 X 2-1 /7' PFH SCREW STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 65 3/Ib" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 20 SIDE JAMB PINE SG >= 0.42 WOOD bb 3/Ib" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4"PFH ITW CONCRETE SCREW STEEL 1 /2/2018 Florida Building Code Online Business 8 Professiomal Regula#lion BCIS Home , Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications i FBC Staff I Florida AdIrQ D-- Product Approval USER: Public User Product Aooroval Menu > Product or Application Search > Application Ust > Application Detail FL # F1.15332-114 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email i MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard AAMA/WDMA/CSA 101/I.S.2/A440 Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 a r,hg:.-,?"r- i Site Map I Links I Sean t or a Licensed Florida Year 2008 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIdku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 1/3 1/2/2018 Florida Building Code Online Date Approved 10/10/2017 Summary of Products FL # I Model, Number or Name Description t\ 15332.1 I SERIES 420 ALUMINUM SGD I SERNIES 420 FORCED ALUMINUM SGD OXO 145-3/4"x80" NON - Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00500E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R4 AE 510807D.Ddf 15332.2,' 'SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80NON-) REINFORCED, Limits of Use' Installation Instructions Approved for use in HVHZ: No _ TL15332 R4 II 08-00498E.pdf,- Approved for use outside HVHZ-:- Yes ;Verified By: Luis Roberto Lomas 62514 Impact Resistant: No,' Created by Independent -Third Part_ y: Yes iDesign Pressure: N/A - _ _ Evaluation Reports'_-_ _ _ Other: REFER -TO_ A_PP_ROVAL_DOCUMENT _FOR _DESIGN PRESSURE, FL15332 R4 AE 510805D.Ddf RATINGS; ,Created by Independent Third Party: Yes' REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE 5332.4 SERIES 420 ALUMMU_M SG_DJ REINFORCED Installation Instructions FL15332 R4 II 08-02248C.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 512968C.Ddf SERIES 420 ALUMINUM-SGD REINFORCED OX, XO,_XX 96"x96 Limits of Use' Installation Instructions - Approved for use in HVHZ: Noy - ;FL15332 R4 II 08-02249C.odf _ Approved for use outside_ HVHZ: Ye_s Verified By: Luis Roberto Lomas 625141_ Impact Resistant: No Created by Independent Third Party: Ye_s Design Pressure: N/A' _ _ _ Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE (FL15332 R4 AE 512969C.Ddf, RATINGS ,Created by -Independent Third_ Party:_Yes, REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.6 I SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.7 I SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE Installation Instructions FLIS332 R4 II 08-02250C.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 512970C.Ddf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" Installation Instructions FL15332 R4 II 08-00499E.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510806D.Ddf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" Installation Instructions FL15332 R4 II 08-00501E.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510808D.Ddf 15332.8 'SERIES 430/440 ALUMINUM SGD, SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON , REINFORCED, - - - - - Limits of Use' Installation Instructions, 1 /5/2018 Approved for use in HVHZ: No FL15332 R4 II 08-00502E.Ddf 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 FL15332 R4 AE 510809D.Ddf RATINGS Created by Independent Third Party: Yes 15332.9 I SERIES 430/440 REINFORCED I SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00503E.Ddf 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 FL15332 R4 AE 510810D.Ddf RATINGS Created by Independent Third Party: Yes The State of Florida is an AA/EEO employer. Cooyriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :. Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an.email address which can be made available to the public. To determine If you are a licenf under Chapter 455, F.S., please click here_. Product Approval Accepts: a ElM Credit Card Safe https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL- EXTRUDED ALUMINUM, 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09. WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRFO FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REOUIREO AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL_ LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA 33KS1 OR ALUMINUM 6063-T5 .048' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. X0, XX, XP, PX, XIP, PIX. TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS RCVIM4 I XV I OCSCNP cw I DATE I PPRR.'LL A JADDEO CHARTS 03/05/12 R.L. 8 REWSEO PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 6/13 RL D REVISED INSTALLATION DETAILS 30/15E07 R.L. E REVISED WSTALLATION DETAILS 06/20/17 R.L SIGNED: 0612012017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET AAA+11111+rr11j 5 R' LO i 9iP GRATZ. PA 17030 GEN3F 0, 6261 * = SERIES 420 SGD 96" X 80" NON -REINFORCE NOTES a j1 ; $TAT OF O . , i'F 'QCpR1D:• ,- A 117 DRAT]`: RLV 08 98 E OMAscut °"TX sirNTS02/23/09 OF 10 1LS G`\\ Luis R. Lomas P.E. FL No.: 62514 LROSERTOLOMASPE. 74T WOODFORD RD LEMSVXLE. MC270:J J4a88-0609 miorrusf.hfurtifp mrn 6 MAX 96- MAX FRAME MOTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 17, rID.C. 6" MAX 17' MAX O.C. 0 X 10' 1 LAX IICHT 6" MAX SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40.OPSF NONE SEEGHARTS 91 AND 02 FOR OTHER UNITS RATINGS NOTES. I. MAXIMUM PANEL SIZE: 48 7?' x 79' 2. MAXIMUM D.L.O.: 44 W x 74 SS' 6" MAX HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (PART 999-04.145) LOCATED 35 314' ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (PART e99.17-195) AT EACH END OF PANEL BOTTOM RAILS RCV ocsMPTION DATE APPROV0 A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 07/30/15 A.L. E REVISED INSTALLATION DETAILS 06/20/17 R.L. CHARTa7 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SEE NOTE 9 SHEET I Design pressure chart (pA Fram3 Single Panal and Total Franc Width (in) Hopi 30.0 36.0 4ZO 48.0 60.00 7Z00 34.00 9600 Pas Nag Pas Nog t Pas 1 Nog I Pos I Nog 80.0 40.0 55.7 40.0 4E.2 40.0 43.4 40.0 40.0 CHART 12 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET I Design pressure chaff (psn Frame Shgle Panel and Total Frame Width (in) Hotht M) 30.0 360 1 420 1 4A0 60.00 7100 1 54.00 96.00 os Nog Pas I Nog Pos I Nag Pas Nog 00.0 55.1 SS.t 411.2 1 48.2 43.4 1 43.4 40.0 40.0 CHART 03 Number of anchor locations required Frame Single Panel and Total Frarro Width (m) Ha'9fu 30.0 36.0 42.0 48.0 p 60.0 77-0 84.0 91LO HAS Jamb HAS Jamb HAS Ijambi HAS Jamb 80.0 4 5 5 5 6 1 5 1 6 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 80" NON -REINFORCED ELEVATION 11RAwN: owc No. F.A. 08-00498 SCALE NTS DATE 02/23/09 -2 OF 10 L ROOERTO LOMAS P.E. 1432 WOODFORD RD LEWIS VILLE. NC 27 M A.U-6ea•0609 rffixW'prwmup..cnm SIGNED: 0612012017 E Al S 9iP STATE OF a 0RL0 Luis R. Lomas P.E. FL No.: 62514 I FI HI 96- MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD h JAMBS SEE CHART 14 FOR NUMBER OF LOCATIONS REQUIRED 6 MAX — r 17' MAX O.C. 6' MAX 17' MAX O.C. O X 10' T_ LAX AME IGHTliL 6' MAX L 6' MAX CHART 4f Numbw ofan0lew Io flon>tropWrad Fra Sh* AM W and TOW UN WId1h (h) H-grD h) 2A0 28.0 42.0 1 0 60.0 no 84.0 1 OCO HIS 17.. 1 NIS I Jamb I Nis I Jamb I HIS I JamO LAD 4 1 5 1 5 5 1 6 1 S 1 6 1 5 SERIES 420 SGD EXTERIOR VIEW 2) ANCHORS PER LOCATION AT SILL DESIGN PRESSURE RATING WPACTRATING SEE CHART #4 FOR NUMBER OF 40.OPSF NONE LOCATIONS REQUIRED SEE CHARTS Irl AND #2 SHEET 2 FOR OTHER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE: 48 12'r 7r 2 MAXIMUM 0 L.O.: 44 W x 74 W F.A. Suva NTS FLAT MOUNTED HANDLE SET (PART 899-04.145) LOCATED 3E 314- ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (PART 099-17-195) AT EACH END OF PANEL BOTTOM RAILS ILV6 R4 DCSCROMW DATE' APPR04CD ADDED CHARTS 03/05/12 R.L. REVSED PER NEW TESTING 10/29/13 R.L. ADDED FW+CE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATON DETAILS 07/30/15 R.L. REUSED INSTALLATION DETAILS 06/20/17 R.L. SIGNED: 0612012017 MI WINDOWS AND DOORS LLC 650 WEST 0%%%IIIIII//, 6\E SFgs GRATZ. MPAK17030STREET 0 61 : SERIES 420 SGD 96' X 80'NON—REINFORCED 9FINFINELEVATION S$ EE jsy , TAT OF = OAF c OR10P•? 14, - orc ro. m 08 E S111NAl1E?G`\ DATE s+'aT3B02/23/09 OF 10 Luis R. LOTOS P. L ROBERTO LP4AS PE. fJW WOOOFORD RO LEMSOLLE. NC Zi07J 43'-0B6-0609 manuc aromzou.00rn FL No.: 62514 1/2' MIN. EDGE DISTANCE WOOD FRAMING OR 2X BUCK 1 3/8" MIN. EMBEQMENT BY OTHERS MAX. SHIM 10 WOOD SPACE 1 3/8" MIN. SCREW EMBEDMENT 1/2" MIN. EDGE DISTANCE EXTERIOR INTERIOR 1 d10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR KNISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE KTTH ASTM E2112 E SET IN APPROVED SEALANT MIN. WENT MIN. cwc VISTANCE 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. SHIM SPACE REVISIONS DESCWPT" DATE M F.IMTD ADDED CHARTS 03/05/12 R.L REVISED PER NEW TESTING 10/29/13 R.L ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L REVISED INSTALLATION DETAILS 06/20/17 R.L ' INTERIOR k--- EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCX INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FRAME INSTALLATION DETAILS DPW*. Dvo ND. F.A.08-00498 stuc NTS 02/23/09 5"W4 OF 10 L ROBERTO LON.tS P.E. IAM WOODFORD AD LEWISVILLE. NC _'7027 434-6 s0609 Aom aQYrmurpo rom SIGNED: 06120/2017 J\ S R1II Sis' v 'G E N 9 • A T 5EOF O S,DNA1ti\\ Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN, EDGE DISTANCE 1/4' MAX. SHIM SPACE SMS OR DRILLING N SILL TO BE SET IN I BED OF APPROVED SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTAW77ON NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 T 1/2' Mll EDGE DISTA I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS RLV OTSCAIPIION DATE MPR04m A ADDEO CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN WSTAUATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 07/30/15 R.L. E REVISED INSTALLATION DETAILS 06/20/17 IR.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X SO- NON -REINFORCED FRAME INSTALLATION DETAILS F.A. 108-00498 uuc NTS 02/23/09 —5 OF 10 L AOCERTO LOACAS P.E. I4V WOODFORO RD LEWISVXLE. NC Z70 431-601-0609 Nbnu9rbM2w..a SIGNED: 0612012017 VG E NSF 0; STTT.AATfcE OF A"OR10* Luis R. Lomas P.E. FL No.: 62514 T REVISIONS 1 1/2" MIN 1" MIN. REDESCRrlwN DATE AAPRWED SEPARATION EDGE DISTANCE A ADDED CHARTS 03/05/12 R.L. C B REVISED PER NEW TESTING _ ADDED FLANGE AND FIN INSTALLATIONS 10/ 29/13 R.L. 12/ 06/13 R.Le EMBEDMENT D REVISED INSTALLATION DETAIS 07/30/15 R.L- CONCRETE/ EMBEDMENTE REVISED INSTALLATION DETAILS 06/20/17 R.L. MASSONRYBY OTHERS 1/4" MAX. SHIM SPACE OPTIONAL BUCK 1XTO BE 1EXTERIOR 1'PROPERLY SHIM• SPACE SECURED MIN. EDGESEE INTERIOR NOTE 3 DISTANCESHEET 13/ 16" TAPCON MIN INTERIOR SEPARATION SILL TO BE SET IN a A BED OF APPROVED SEALANT 3/16" TAPCON 3/ 16" TAPCON EXTERIOR CONCRETE/ MASONRY BY OTHERS MASONRY/ OPTIONAL IX" RUCK JAMB INSTALLATION DETAIL CONCRETE TO BE PROPERLY CONCRETEIMASONRY INSTALLATION BY OTHERS SECURED y SEE NOTE 3 SHEET 1 a T i. 1 1/4" MIN. NOTES: EMBEDMENT I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE Ij G DESIGNED W ACCORDANCE WITH ASTM E2112 i SIGNED: 0612012017 2 7/8" MIN I" MIN. MI WINDOWS AND DOORS LLC N\111111I///// SEPARATIONEDGEDISTANCE0 650WESTSTREETJ\r? ,C E N VERTICALCROSSSECTIONTZMARKETG9F . s CONCRETE/ MASONRYINSTALLATON SERIES 420 SGD 5 X 80" NON —REINFORCED FRAME INSTALLATION DETAILS T(Afr_0O F ORAWN: 0, vac v F.A. jE`SS; • . 08-00498EG` 1111{ 1 V`\ scut NTS — 02/23/09 1 sNEE1 6 OF 10 L ROBERTO LAMAS P.E. UM WOODFORD RD LEWISVLLE, NC 27= Luis R. Lamps A.E. 43"88 W9 'Aw-noko—Wr— FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW OOD FRAMING OR 2X BUCK BY OTHERS 1/2• MIN. EDGE DISTANCE 1 3/8- MIN. yJl EMBEDMENT 1/4- MAX. SHIM SPACE EXTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2Y BUCK INSTALLATION NOTES, I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 10 WOOD SCREW 1 3/8" MIN. EMBEDMENT I- 1 /2' MIN. EDGE DISTANCE 10 WOOD -j INTERIOR SCREWS SILL TO BE SET IN A BED OF APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8" MIN. EMBEDMENT 1/2" MIN. EDGE DISTANCE REVISIONS OESCRVAMN DATE APROr[D ADDED CHARTS 03/05/12 R.L REVISED PER NEW TESTING 10/29/13 R.L ADDEO FIANCE AND FIN INSTALLATIONS 12/06/13 RL REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 1 R.L. 1/4" MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON -REINFORCED FLANGE INSTALLATION DETAILS DRAWN. DNO NO. F.A. 08-00498 suLF NTS I DATE 02/23/09 1 QF[r7 OF 10 L ROBERTO LOMAS P.E. 1172 WOOOFORD RD LEWISVILLE NC 2T0.'T 434-658.ON9 rllorruspalmuspP.c SIGNED: 0612012017 OFF/,'/ 4f i E N $' 0 51 *_ A iEIF-, i FFs'ONA i+ S 1`\\ Luis R. Lomas P.E. FL No.: 62514 1/2• MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4• MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR ILL TO BE SET IN 1 BED OF 1PPROVED SEALANT 1/2• MIN. VERTICAL CROSS SECTION EDGE DISTANCE METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/2- MIN. EDGE DISTANC 10 SMS OR SELF DRILLING SCREWS M ETAL STRUCTURE BY OTHERS fC4S.ONS Rv DCSCR1PM.4 DATE I APPXO<D A A DEO CHARTS 03/05/12 R.L. 8 REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 07/30/15 R.L. E REVISED INSTALLATION DETAILS 06/20/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRAT2, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS DRAVft DAG ND. F.A. 08-00498 CA'f NTS DAB 02/23/09 5;- 8 OF 10 L ROSERTO LONAS P.E. 1432 WOODFORD RD LEWI$WLLI; NC 27= 434-OSS-0609 iLon++sQtrbma+P. rnm SIGNED: 0620/2017 0 G E N SF d+ 0 E Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2" MIN 1" MIN. SEPARATION EDGE DISTANCE a 1 1/4- MIN, EMBEDMENT 1/4" MAX. SHIM SPACE 7 3/16" TAPCON EXTERIOR LLJ1 u—u INTERIOR EMBEDMENT 1 REVISION$ REV DESCR ?INN DATE I APPROVED A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 07/30/15 R.L. E REVISED INSTALLATION DETAILS 06/20/17 R.L. 1 /4" MAX. r SHIM SPACE 1. 'v iMIN. • " EOCE DISTANCE . 3" MIN SEPARATION o INTERIOR 3/16" TAPCON EXTERIOR SILL TO BE SET IN A BED OF CONCRETE/MASONRY APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 1 X BUCK CONCRETE/NASONRY INSTALLATION a. 1 1/4' MIN. a• EMBEDMENT 2 7/8 MIN 1" MIN, SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETFUkSONRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: O&M2017 MI WINDOWS AND DOORS LLC 650GRATZWESTSTREET 11I1Illr/,,, yJ s\ENS 9s;' MPAK17030ET SERIES 420 SGD OTAi45 96" X 80• NON -REINFORCED INSTALLATION DETAILS1 FLANGEOp DRAWN: DeD no. REV i'F • jP[ 0 R10 • : 08- 00d98 E S/ONALIE\G\ watDATENTS02/23/09 9 OF 10 L ROBERTO LOWAS P.E. 1432 WOODFORD RD LEWISWLLE A•C27= Luis R. Lomas asP.E.P47+ l+S6-0607 ft u5v*b a '=M FL No.: WOOD FRAMING BY OTHERS 18 WOOD SCREW 1 1/4' MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN 7/16• MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN g8 WOOD SCREW 7/16- MIN J EDGE DISTANCE EXTERIOR J 1/a MAX l SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR2XSUCK WSTALLATION METAL STRUCTURE BY OTHERS 1 1/4' MIN. TRIM EMBEDMENT WOOD FRAMING BY OTHERS INTERIOR 1/ 4' MAX. HOOK STRIP 1/ 2" MIN. EDGE DISTANCE REVISIONS DCSCFX` naN DATE APPROVED ADDED CHARTS 03/05/12 R.L REVISED PER NEW TESTING 10/29/13 R.L. ADDED FIANCE A.40 FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/50/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 1 R.L. 1 5/8• MIN. EDGE DIST TRIM INTERIOR MASONRY/ CONCRETE BY OTHERS HOOK STRIP - F SHIM SPACE #10 SELF DRILLING INTERIOR VERTICAL CROSS SECTION W000 FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLAT7ON SEE SHEETS 4-9. NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 2X BUCK OR WOOD FRAMING BY OTHERS TRIM - INTERIOR HOOK STRIP - D SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/ 2• MIN. EDGE DISTANCE 1 3/8• MIN. EMBEDMENT g10 WOOD SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2X BUC&WOOD FRAMING 1 1/4• MIN, EMBEDMENT T I BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED 3/ 16" TAPCON EXTERIOR PANEL INTERLOCK NOOK STRIP INSTALLATION MASONRYICONCRETE MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 80- NON -REINFORCED FIN AND HOOK INSTALLATION DETAILS DRA`' N: 0>wG N0. F. A. 08-00498 scue NTS — 02/23/09 s10 OF 10 L. ROBERTO LOURS P E. 14= WOODFORD RD LEN9517LLE, NO 2T0'J' 434.688- 0GDy man.am SIGNED: 0612012017 I 10 AT. ro p0• TATEOFp44` Luis R. Lomas P.E,. FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. FRAME MATERIAL EXTRUDED ALUMINUM 6063-175. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. S. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF 0=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .04E' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO. XX, XP, PX, XIP, PIX TABLE OF CONTENTS NO• DESCRIPTION t 1 NOTES 2 — 3 ELEVATIONS 4 — 10 1 INSTALLATION DETAILS FC/90R5 ocmtpno" GTE I MrRD<D ADDED FLANGE AND FININSTALLATION 12/10/13 R.L. - REVISED INSTALLATION DETAILS 06/03/15 R.L. REVISED INSTALLATION DETAILS O6/21/17 R.L. SIGNED: 06/21/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET S ;L'. totj/i GRATZ. PA 17030 VGENSF SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96' 6 NOTES 0,-- UATE ¢ O,— E`•F[OR10• oRAwu. orc no. V.L 08-02249 RLV C SS •.. G j/tNAjill I\\,\ Luis R. Lomas P.E. WALE NTS °ATE 10/30/13 —1 OF 10 L. ROBERTO LOADS uP. E. lug WOODFORD RD LEMSVILLE RC 27027 434 ^•• OW9 Moff-50*1—sp.— FL No.: 62514 96' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART B3 FOR NUMBER OF LOCATIONS REQUIRED 6- Mq)(_ l Y MAX O.C. -'I 6' MAX 6" MAX 17" MAX O.C. 96' MAX FRAME HEIGHT 6- MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 135.0PSF NONE SEE CHARTS 01 AND 42 FOR OTHER UNITS RATINGS NOTES: 1. 'MAXIMUM PANEL SIZE: 4E ?a'. 95' 2. MAXIMUMD.LO.:44S8'x90-98• FLAT MOUNTED HANDLE SET (99-04-145) AT 38 314.ON CENTER FROM PANEL BOTTOM I METALLIC TANDEM ROLLERS (99.17.195) AT EACH END OF PANEL BOTTOM RAILS UMINUM 6063•T8 REINFORCEMENT (666) AT ALL PANEL INTERLOCKS CHART n WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. cce . . -e-.. Dosfyn pre.7ro chart 1050 Frbnp bmio P,1T10I W TaW Frorto Wd01(in) 1 30.0 36.0 410 4A0 60.00 7zoo 00 96.60 PM I Nop Pos Nog Pos Nog Pos Nap 84.0 40.0 58.4 40.0 50.9 c0.0 45.7 40.0 420 at0 40.0 55.2 400 a6.0 40.0 43.0 39.4 39.4 920 40.0 524 40.0 45A 40.0 40.6 37.1 37.1 96.0 40.0 49.8 40.0 43.1 38 A 38 d 35.0 35.0 CHARTA2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIREO. SEE NOTE 9 SHEET T Desf9n pressure chart (pA Froar SNo Pant an0 Tool Fru v Wdm (n) M1;pm 20.0 1 340 420 1 48.0 ti) 60.00 7200 a4.00 96.00 Pos NOV Pos Abp Pos Nap Pos Nop a4.0 58.4 58.4 50.9 50.9 45.7 45.T t2.0 420 RI 552 55.2 48.0 48.0 43.0 430 39.4 394 D20 524 52.4 45.4 45.4 40.8 40.6 37.1 37.1 940 49.8 49,8 43.1 43.1 384 3BA 35.0 35.0 r" Aor- Numbor or anchor low dons roeulrad From S^Ob PWxA OW ToW Frame VVIOtn (h) SWOU 3Q0 1 3&0 4LO 4a.0 in) 60. 0 72.0 4.0 96.0 HAS Jamb 1 HAS Jamb HAS Jamb HAS Jamb 8ZO 4 6 5 6 6 6 8 6 66. 0 4 6 5 6 6 6 6 6 92D 4 8 5 8 6 6 8 6 9A0 4 6 5 6 6 6 6 6 RLVISgrrs DE! WPTiOM W[ APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96- ELEVATION V. L.08-02249 iGIE NTS JOATE 10/30/13 --2 OF 10 L ROBERTO LOCUS P E. 1432 WOOOFORO RD LEMSVILLE. AC 27023 1}+ L66-060s r0amu 0a,q u4P. com SIGNED: 0612112017 11L10 r•• GENSF9`p _ ir• o S1Ei 1t= Trr, AATTTOF 0 •, Al, i, iSf0NAi1 a`\• Luis R. Lomos P.E. FL No.: 62514 A FF HE 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD At JPA(BS SEE CHART y4 FOR NUMBER OF LOCATIONS REQUIRED 6' MM (— 17' MAX I I O.C. 'I 6' MAXILrlI 6' 1MAX I 17' MAX O.C. AX WE GHT 6" MAX I 2) ANCHORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR VIEW SEE CHART #4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACTRATING REQUIRED t35.0PSF NONE SEE CHARTS v AND a2 SHEET 2 FOR OTHER UNITS RATINGS HARDWARE SCHEDULE 1) FLAT MOUNTED HANDLE SET (99-04-145) AT 36 314' ON CENTER FROM PANEL BOTTOM 1) METALUC TANDEM ROLLERS (99-17-195) AT EACH END OF PANEL BOTTOM RAILS ALUMINUM 6063-T6 RENFORCEMENT (6W 1 AT ALL PANEL INTERLOCKS RLV I DCSCRPnON DALE A PFVVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. NOTES: I. MAXIMUM PANEL SIZE. 40 1,2" x 95" 2. MAXIMUM D.L.O.: 44 S6"A 905e- CHART a.I Number of anchor loea Clans required Frame QVIO Panol and TOtal LLih Width (n) H-A h) 30.0 36.0 410 48.0 60.0 720 64.0 06.0 H&S I Jamb H4S Jamb H&S Jamb H&S Jamb 4.0 4 6 5 6 6 6 6 6 i8.0 4 6 5 6 6 6 6 6- 92.0 4 6 5 6 6 6 6 6 96A 4 6 5 6 6 6 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FIN ELEVATION Dlt w . OAC No. lav V.L. 08-02249 C sru[ N7S I DATr 10/30/13 —3 OF 10 L ROWRTO LOMAS P.E tar VIOODFORO RD LEMSVILLE. NC 27029 434-"84509 rWm326*Axn ape SIGNED: 0&21/2017 J\ 511 t.- I`! 0,Jii HSF.P STAT 5EpF ORVO • t\ ONA `IE G` Luis R. Lomas P.E. FL No.: 62514 1 /2' MIN. EDGE DISTANCE WOOD FRAMING 1 3/8• MIN. OR 2X BUCK EMBE MENT BY OTHERS 7SPACE10WOOD SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLA TION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21/2 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT 11N. cvoc VgTANCE 1tl1 ON$ 10'1 DATE .PM110 ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION OETA "/21/1T R.L 1 3/8• MIN. 1/4' MAX. EMBEDMENT SHIM SPACE T -" INTERIOR 1/2• MIN. EDGE DISTANCE __ yn Nlo wooD :;" I SCREW EXTERIOR WOOD FRAMING JAMB INSTALLATION DETAILOR2XBUCK BY OTHERS WOOD FRAMING OR2X BUCK INSTALLATION SIGNED: 0612112017 MIWINDOWSLLCANDAKKETRDDOORS R I Ito650ESTSTREETSGRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0} 5/1 * - it•4TAfiTF--,-" 9TA 9OLINSTALLATIONDETAILSj1yl =FRAME OF•;[ ORIO;•' o1urN: OMSMo. aLv V.L. 08-00221249 sriuF — C iss/.... NTS 10/ 30/13 4 OF 10 11111111 L ROBERTO LOMAS P.E. 1 wOODMRD RD LEMSVILLE. NC 2TQ27 Luis R. Lomcs P.E. 4.U. 63 60s au,pxrrn,rP,,a,n FL No.: 62514 METAL STRUCTURE BY OTHERS 1/2- MIN, EDGE DISTANCE 1/4- MAX. 0 r SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR II II II II INTER/OA SILL TO BE SET IN A BED OF APPROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 7- 1/2" Mll EDGE DISTA I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS RtvL9ora RCV DESCRPnON OATE APPRWM A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCRIREINSTALLATION SIGNED: 0612112017 MI WIN650oOWS AND DOORS RIIIL0WWESTTKESTREET5 GRAT2, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 625 # 99 a FRAMEINSTALLATIONDETAILS7 • TAT OF D IMtA . owc No. i F A* OR10 , i% sS C• C'? VA- srL 08- 02249 C INAi% 1\\ NTSDVE10/30/13 5 OF 10 L. ROBERTO LOAtA.S AE 14- V WOODFORD RD LEMSKLE. NC 27023 Luis R. Lomas P.E. na- M-Bros IAW-sprb,,,,,p, FL No.: 62514 1 1/2• MIN 1" MIN. ` SEPARATION EDGE DISTANCE a .. '. 1 1/4' MIN. EMBEDMENT CONCRETE/ a' MASONRY BY OTHERS 1/4" MAX. SHIM SPACE OPTIONAL 1x sucK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 ' 3/ 16" TAPCON 3/ 16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR II II II II INTERIOR SILL TO IN A BED OF APPROVEDESSEALANT a. 1 1/4" MIN. n• EMBEDMENT a 2 7/8" MIN 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEWSONRY INSTALLATION DCSCAVTION M1E APPROVL ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION OETALs 06/21/17 R.L. 1 1/4• MIN EMBEDMENT I 1/4" MAX, 1' rSHIM SPACE MIN. I INTERIOR EDGE DISTANCE 3- o''• MIN SEPARATION Q 3/ 16' TAPCON EXTERIOR ` CONCRETE/ MASONRY BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 1 x BUCK CavCRETE/MASONRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET I NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALtNT BY OTHERS TO BE DESIGNED UJ ACCORDANCE WITH ASTM E2112 SIGNED: 0&21/201 7 MI WINDOWS AND DOORS LLC A111111LIII 650 WEST MARKET STREET 5 R' ; C) GRATZ, PA 17030 OENS,.I p SERIES 420 SGO REINFORCED WITHOUT 'ADAPTER*• 96` X 96" 0„ 61 ,t FRAME INSTALLATION DETAILS TATOF orww TMCNO. 11Lv iO•cE`•CORlO;•t: isj`s/ ONALIEG V.L08-02249 C Sc'" NTS r1`rE 10/30/13 --6 OF 10 YI AA L ROBERTO LO.wAS PE. I-= WOODFORD AD LEWISv¢LE NC JQ:! Luis R. Lomas P.E. 434-M- 0609 p.c FL No.: 62514 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1 3/8' MIN. OI EMBEDMENT R2XBUCKBY OTHERS 1/ 4' MAX, SHIM SPACE g10 WOOD SCREWS EXTERIOR U-U LU INTERIOR 0 BE SET IN OF DVEO SEALANT g10 WOOD SCREW WOOD FRAMING OR 2X OUCH BY OTHERS MIN. VENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES.- 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE VAIN ASTAI E2112 1 3/8' MIN. EMBEDMENT T- 1/ 2' MIN. EDGE DISTANCE g10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS aksola RLv oLsaaPr a att APPROVjA A ADDED FLANGE AND FIN INSTALLATKN 12/10/13 R.L B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1/ 4' MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0612112017 MI WINDOWS AND DOORS LLC uluulp 650 WEST GRATZ. PAK17030ET REET rENs I F. SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X FLANGE INSTALLATION DETAILS 1* DT0 AT Of O oKwe Fuv 0• E•`•OR15V.Lscut0A1L 08-02249 C sONA 1?\\\ NTS 10/30/13 7 OF 10 LROSERTOLONASP.E. 1432 „'OODFORD RD LEWIS VXLE. NC 270.i;•i Luis R. Lomas P.E. 434-CZS- O C9 db—z tgRpVwp FL No.: 62514 1/2" MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE IIVSTALLA77ON NOTES: 1. WTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS TM E2112 1 /4" MAX, B r SHIM SPACE N —, # 10 SMS OR SELF DRILLING SCREW INTERIOR 1 TO BE SET IN BED OF PROVED SEALANT L 1/2" MIN. EDGE DISTANL 910 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS I olscwPrloN IDATE I Ap 0= A ADDED FLANGE ARID FUN INSTALLATION 12/10/13 R.L. R 7 REVISED INSTALLATION DETAILS C8/03/15 R.L C REVISED INSTALLATION DETAILS 06/21/17 1 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLA77ON SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 0\1111117/, 650 WEST MARKET STREET s it. to //ice GRATZ, PA 17030 OEVSF9J+ SERIES 420 SGD REINFORCED WITHOUT ADAPTER D„51 96' X 1t• FLANGE INSTALLATION DETAILS A TAT OF NY_ DRNM O orc REV i Fy:-,L0R10 GO2 SCALE 08-02249 C ALIE NTS o"TE 10/30/13 —8 OF 10 LROBERTOUJ.ILASPE. Ta92 W000A0RD RD LEMYSVILLE. NC 27q:1 Luis R. Lomas P.E. 7+ a88,009 m usgm, .— FL No.: 62514 1 1'/2- MIN 1" MIN. SEPARATION EDGE DISTANCE 1 1/4" MIN. CONCRETE/ EMBEDMENT MASONRY BY OTHERS 1/4' MAX. I SHIM SPACE OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON EXTERIOR L_ J LLJ INTERIOR SILL TO BE SET IN A BED OF 3/16" TAPCON APPROVED SEALANT I i MASONRY/ CONCRETE BY OTHERS a -T a 1 1/4' MIN. a• EMBEDMENT a 2 7/8- MIN, 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION REVISIORS REV DESC(O MON DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 RA. B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED WSTALLATION DETAILS 06/21/17 R.L. 1 1/4" MIN. EMBEDMENT MAX. SHIM SPACE MIN. EDGE DISTANCE a 3• . MIN. SEPARATION - v 0 3/16" TAPCON ' CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 INTERIOR EXTERIOR JAMB INSTALLATION DETAIL CONCRETEYMASONRY INSTALLATION NOTES: f- INTERIOR AND EXTERIOR FINISHES, BY OTHERS, - NOT SHOWN FOR CLARITY. ' 2 PERWIETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0&21/2077 MI WINDOWS AND DOORS LLC 11111111III 650 WEST MARKET STREET F;'• to GRAT2, PA 17030 S pEN19 - 1p SERIES 420 SGD REINFORCED WITHOUT ADAPTER*• 0 51 : FLANGE INSTALLATION DETAILS 6- DTAT 0 F O.• DRAyftV. L owc No. 08- 022a9 Rn C p srvtNTS °` 10/30/13 --9 OF 10 L ROBERTO LOM4S PE. 14M WOODFORD RD LEWISVILLE. NC 27023 Luis R. Lomas P.E. 34d3E- 0609 w---v unUw-con, FL No.: 62514 WOOD FRAMING 1/4 MAX BY OTHERS r SHIM SPACE 1 1/4- MIN. EMBEDMENT V [I1— APPROVED SEALANT BEHIND FIN 8 WOOD SCREW 7/16' MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN 98 WOOD SCREW 7/16' MIN jn EDGE DISTANCE II II EXTERIOR INTERIOR 110 EXTERIOR RLVGONS RN DCSCRingN DATE APIRDYM A ADDED FLANGE AND FW INSTALLATION 12/10/13 R.L 8 REVISED INSTALLATION DETALS 08/03/15 R.L C REVISED INSTALLATION DETAILS 06/21/17 R.L 1 5/8• MIN. EDGE DIST. t a TRIM ° INTERIOR 1 1/4" MIN. EMBEDMENT MASONRY/CONCRETE I BY OTHERS I BUCK BY OTHERS, HOOK STRIP Ix BUCK TO BE PROPERLY SECURED 3/16" JAMB INSTALLATION DETAIL — zEXTERIOR WOOD FARMING OR 2X BUCK INSTALLATION PANEL INTERLOCK HOOKSTRIP INSTALLATION MASONAWCONCRETE 1/2' MIN. METAL STRUCTURE 1 BED MIN. EDGE 8Y OTHERS E MIN. EMBEDMENT DISTANCE EDGE DISTANCE WOOD TRIM FRAMING BY OTHERS INTERIOR TRIM INTERIOR1/4- MAX. 1 3/8• MIN. SHIM SPACE EMBEDMENT HOOK STRIP HOOK STRIP #10 SELF DRILLING SCREW S10 WOOD PANELSCREWEXTERIORINTERLOCK INTERIOR EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION METAL STRUCTURE 2X SUCKAVOOD FRAMING SIGNED: 0612112017 VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4-9. MI WINDOWS AND DOORS LLC 111111rrI/v 650 WEST REET 0 9GRATZ, MPK17030ET J\S`C E F• _ 0 61 *- SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96' NAILFIN & HOOK IMSTAUATION DETAILS TAT OF a ro NOTES: i .P • .' URA": Q/C ND. t. WTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. V L 08-0 249 R[v C i F 0 R10' 2PERIMETERANDJOINTSEALANTBYOTHERSToBE isONA11E G\\\ cv.t oAr[ NTS 10/30/13 10 OF 10DESIGNEDINACCORDANCEWITHASTME2112 LROSERrOLauSP.E. 1.4M N'OODFORD RD LENMSVILLE NC 27027 Luis R. Lomas P.E. 4144W-0 09 momAspj ..tv.m FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. Ix BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE Ix BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. , ALLOWABLE STRESS INCREASE OF 1 /3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Con1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFO IRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4•. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10.FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8• MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16• TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE I (OR GREATER). D. METAL STRUCTURE: STEEL 18GA 33KS1 OR ALUMINUM 6063—T5 .048• THICK MINIMUM 15. APPROVED CONFIGURATIONS: XOL. SHEET NOTES ELEVATION Mw TABLE OF CONTENTS DESCRIPTION MKS DUCRIl" N DATE I APPMWM A ADDED CHARTS 03/OE/12 IRL B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. ' D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGNED: M2/2017 MI WINDOWS AND DOORS LLC L1111IIII,A/A 650 WEST MARKET STREET R• L 4j/// GRATZ. PA 17030 J S VGENSF:9s,% 0„6126SERIES430SGD 1 a3' x 80' NON REINFORCED NOTES 0(,` TAR OF ii't 1, :C 0 R 10'P; UAW o *c No. REV 08-00502 E i/AS/ONA ;i:x \` LYIa R. Lomas P.E. FL NO.: uac ArcNTS 02/23/09 1 OF 9 L.ROSER rO LOAUS P E. 14= W000FORD RD LEh?SVXLE, NO 270-13 U."11-0609 KbmaQkbrasyrran 62514 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 03 FOR NUMBER OF LOCATIONS REQUIRED 6- MAX 17 MAX 6' MAX I I Q.C. I II 6MAX L 17' MAX 80' O.C. MAX RAME IT XX SERIES 430 XIX SGO EXTERIOR VIEW DESIGN PRESSURERA77NG IMPACTRATING t40.0PSF ONE SEE CHARTS 01 AND 02 FOR OTHER UNITS RATINGS NOTES: 7. MAXIMUM PANEL SIZE: 48 1/2• x 79• MAXIMUM D. L.O.: 44 314• x 74 38• HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET M-04-145) AT 38 314- FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99-17-195) AT EACH END OF PANEL BOTTOM RNLS REV OESCIL iq+i GTE I MPROVID A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 06/05/15 R.L. E REVSED INSTALLATION DETAILS 06/22/17 R.L. CHART a' 1 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET r Design pressure chart (ps19 Frart10 Hoight in) Single Panel and Total Framo Width (in) 30.0 36.0 42.0 47.7 90.00 108.00 1 126.00 143.00 Pas Nog Pas Nog Pas og N Pas Neg 80.0 40. 0 1 54.9 40.0 48.0 1 40.0 1 432 1 40.0 40.0 CHART•2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET r Design pressure chart ( p4 Frame Height SMIa Panel and Total Frame Width in) . 30.0 36. 0 420 47.7 90.00 108. 00 126.00 743.00 Pos Hog Pos Nog Pas Nog Pos Nog 80.0 54. 9 1 54.9 48.0 48.0 43.2 43.2 a0.0 a0.0 CHART 13 Number of anchor locatlonsrequlrod Frame Height in) Single Panel and Total Frame Width (in) 30.0 36. 0 420 47.7 90.0 108. 0 126.0 143.0 H&S Jamb H&S Jomb H65 I Jamb I r16S I.Jamb 0.0 6 5 7 5 8 5 9 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" x 80- NON REINFORCED ELEVATION ORAm+: OMO NO. F.A. 08- 00502 lc. x NTS I °"T" 02/23/09 -2 OF 9 L ROBERTO LOWS P.E. 14" WOODFORD RD LEWISMLE. NC 270M 434-60-OC49 dwrus rU to p ciwr SIGNED: 0612212017 I0 CENSF'9J' 0 6Q61 1 •*= p TAT. pF 0,4,z 0. F pF F OR10r• A i Luis R. Lomas P.E. FL No.: 62514 RVASK 5 1 2' MIN. RLV OESC11tP110N DAIC AvaAOVED EDGE DISTANCE A ADDED CHARTS 03/D8/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. WOOD FRAMING 1 3/8' MIN. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. OR 2X BUCK EMBE MENT D REVISED INSTALLATION DETAILS 08/05/15 RL. BY OTHERS 1/4- E REVISED INSTALLATION DETAILS 06/22/17 R.L. SHIM 10 WOOD SCREW - SPACE 1 3/8' MIN. 1/4- MAX. iEMBEDMENT r SHIM SPACE I 1/2' MIN. INTERIOR EDGE DISTANCE LZEXTERIORfNTERlOR SET IN APPROVED y10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD MIN. SCREW RENT WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 l EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK WSTALLA77ON Ml WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80" NON REINFORCED FRAME INSTALLATION DETAILS DRAme Drc N0. F.A. 08-00502 sa"E NTS 02/23/09 —3 OF 9 L ROBERTO LOMAS P.E. I472 WOODFORD AD LEWISVSLE. MC 2.ro22 3.aseas09 rbmaa Y9rruspv mm SIGNED: 0612212017 ft to Erv 9 57*: A; STAATTTfa OF ONA `IE?G?: Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 810 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1MIN. EDGEE D DISTANCE1 7/ 4' MAX. SHIM SPACE INTERIOR L TO BE SET IN 3ED OF APPROVED LLANT V2" MIN 1-1 EDGEDISTANCEVERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 AS OR RILLING 1/ 4' MAX. I SHIM SPACE I 1/ 2• MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR REVISIONS DESCAVTION DATE APPROVED ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTWG 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED WSTAUATION DETADS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L. INTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED FRAME INSTALLATION DETAILS DRAM : ONC NO. F. A. 08-00502 VAL' NTS °ATE 02/23/09 —4 OF 9 L ROEERTO LAMAS P.E. 1. 832 VVOODFORD RD LEMSVILLE. NC 27022 z+ aae-ocas muR,wu1„ry.oa,. SIGNED: 0612212017 J\ 5 R IrCr0j/// 9' p 4( j51* STATE OF Sj0/ 0NA 11 C\ Luls R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2` MIN. 1` MIN. SEPARATION I EDGE DISTANCE 1 1/4• MIN. EMBEDMENT 41 1 /4" MAX. J SHIM SPACE I 3/16` TAPCON EXTERIOR INTERIOR 1 1/4` MIN. EMBEDMENT MIN. EDGE DISTANCE MIN. SEPARATION °.. 3/16` TAPCON ' SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY I BY OTHERS 1 1/4• MIN. EMBEDMENT 2 7/8` MIN. 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCR57EIlAAWNRY INSTALLATION 1/4• MAX SHIM SPACE REvrs& S PC, DESCAL"10M DATE APPROvcD A ADDED CHARTS 03/08/12 R.L. 8 REVISED PER NEW TESTLNC 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 05/OS/15 R.L E REVISED INSTALLATION DETAILS 06/22/17 1 R.L INTERIOR a EXTERIOR X--JJD a JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETEJMASONRYINSTALLATOV TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES. I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 SIGNED: 06/22/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 0XIIIIIIII/1 J S R'. O i G E 0y 51 * _ x!` SERIES 430 SGD 143" x 80` NON REINFORCED FRAME INSTALLATION DETAILS TATEE OF 1 5-'OF•':LOR10P •?: ONAi0? C\``\ oewvx DIG N0. 08— Rlv E smut NTS D.T[ 02/23/09 52 OF 9 L ROSERTOLOLLISAE. IJ,T2 WOODFORO RO LEM9SVRLE NC 2702J y, caa trra0 Domc®Innnusy mn Luis R. Lomas P.E. FL No.: 6251 A 1 /2' MIN. EDGE DISTANCE 1 3/8' MIN. WOOD FRAMING OR 2X BUCK EMBEDMENT BY OTHERS L MAX. IM @10 WOOD SPACE SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II II. II INTERIOR CVVL VIJIN`1.L VERTICAL CROSS SECTION WOOD FRAMING OR 2K BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BYOTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SET IN APPROVED MIN. TENT 1 3/8' MIN. EMBEDMENT T- 1/2' MIN. EDGE DISTANCE 810 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. F SHIM SPACE REYSONS REV LICSCAPTION DATE APVRINCU A ADDEO CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED IUwGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E I REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS Dome: F.A. 08-00502 scut NTS °ATE 02/23/09 — 6 OF 9 L. R08ERTO LOJAkS P.E. 1422 WOODFORD RD LEWISYRLE. NC:7= 146118-0049 cam SIGNED: 0612212017 G E N s .1cp o,,&1261 •. x TTACCTICfi O F O. t0R10•G?\ S' ONA11\\ Luis R. Lomas P.E. FL No.: 62514 MIN, METAL I EDGE DISTANCE I^ STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR II II It II II II INTERIOR TO BE SET IN 3ED OF APPROVED ILANT 10 SMS SELF DRILL SCI METAL STRUCTURE BY OTHERS 1/2' MIN, EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CURRY. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 1/2' MIN. EDGE DISTANCE B10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1 /4' MAX. SHIM SPACE S REV DESCRVIIO„ DATE A"ROVED A ADDED CHARTS 03/06/12 R.L. 8 REVSED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVLSED INSTALLATION DETAILS 08/05/15 R.L E REVISED INSTALLATION DETAILS 06/22/17 R.L JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17050 SERIES 430 SGD 143' x 80" NON REINFORCED FLANGE INSTALLATION DETAILS F.A. aAc No 08-00502 XAU NTS °ATE 02/23/09 —7 OF 9 L. RO8ER70 LOMAS P.E tan WOODFORD RD LEWISV¢LE. MC Z7027 u-6J0-0609 ieamas®Nmubw .m SIGNED: 0612212017 lei I to CENS:9B, o &251 9 STAT - 1: 0 •., pa; Q i F•. (OR10P • '' 10NAl- Luis R. Lomas P.E. FL No.: 62514 1 1/2" MIN. CONCRETE/ SEPARATION MASONRY BY OTHERS 1- MIN. EDGE DISTANCE a I a 1 1/4" MIN EMBEDMENT OPTIONAL IX BUCK TO BE PROPERLY SECURED 1/4- MAX SEE NOTE 3 SHIM SPACESHEET1 3/16- TAPCON EXTERIOR 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS I.ui. VERTICAL CROSS SECTION CONCRET&MASONRY liXSTALLATION INTERIOR 1 1/4- MIN. EMBEDMENT 1" MIN. EDGE DISTANCE 3' MIN. SEPARATION 3/16- TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 1 1/4- MIN. EMBEDMENT 1- MIN. EDGE DISTANCE 1/4" MAX• SHIM SPACE 1 OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET I REVISIONS REV DCSCROTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL CONCRETE/MASONR Y INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2712 SIGNED: 0612212017 MI WINDOWS AND DOORS LLC 11111IlI/I,, 650 WEST MARKET STREET GRATZ, PA 17030 S F:•Dt/i C.ENSN 9oS SERIES 430 521 t 143" x 80" NON REINFORCEDEIN FLANGE INSTALLATION DETAILS OF9Q' SAT i c•S,<0R110DRAWvxcuo. REV 0802 ELTSDATE02/23/09 8 OF 9 Lul3 R. LOTTOS P.E. LRODERTOLOMASPE 1.432 WOODFORD RD LEWISVILLE. NC 27027rA34-&10-009 /HOrt 25(] LAY uSPv.Co n FL NO.: 6251a 1 5/8' MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE - BY OTHERS HOOK STRIP - to 1 1/4' MIN. EMBEDMENT t IX BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECUREDVL3/16' EXTERIOR -"-- PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE REVISIONS REV DE5CRIPnOH DATE APPROVED A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. CI REVISED INSTALLATION DETNLS OL/05/15 R.L E REVISED INSTALLATION DETAILS 06/22/17 R.L METAL STRUCTURE 1/2- MIN. BY OTHERS EDGE DISTANCE TRIM INTERIOR HOOK STRIP SELF DRILLINGSCRSCREW PANEL 1/2- MIN. EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8' MIN. EMBEDMENT NOTES.- HOOK STRIP 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 010 WOOD 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE SCREW DESIGNED IN ACCORDANCE WITH ASTM E2172 EXTERIOR PANEL INTERLOCK MI WINDOWS AND DOORS LLC HOOK STRIP INSTALLATION 650 WEST MARKET STREET 2K BUCKNVOOD FRAMING GRATZ. PA 17030 SERIES 430 SGD 143- x 80' NON REINFORCED HOOK INSTALLATION DETAILS ORAL^+: orc Ra F.A. 08-00502 su E NTS — 02/23/09 —9 OF 9 L ROWRTO LOMA.S P.E. 1432 WOODFORD RD LE WISVLLLE. NC 27023 47+6Ie-0009 r0orttropilon pu.can SIGNED: 0612212017 5 OtENSO's/iF- 0„61251 1t = P ; STTAATTE OF : 4O. Z OR10: •G\: js ONA 11E?` Luis R. Lomas P.E. FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA: BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD_ 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM 15REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRISREGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOTREQUIREWATERINFILTRATION. RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER' S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD — MINIMUM SPECIFIC GRAVITY OF. G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER), D. METAL STRUCTURE: STEEL 18GA. 33KS1 OR ALUMINUM 6063—T5 .048' THICK MINIMUM TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION OFTAII e RLYISgRS I R ly I 0ESCWPIx1N I DATE I —.a=—] A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L C ADOED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS O8/OS/15 R.L E REVISED INSTALLATION DETALS 06/22/17 R.L SIGNED: 0612212017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 71111r1I,, R. L 0 GRATZ, PA 17030 J S G E tv - 1 p 6 51 *t F SERIES 430/440 XIX SGD 143" x 96" REINFORCED NOTES A TAT CC - 4_ n R TI,A s.[ OR10 S OMAi Ee1``` Luis R. Lomas P.E. DWAW- OxC M0. F. A.. 08-00503 REV E soot NTS 04TE 02/23/09 1 OF. L ROEERTO LOADS P E 14321'% 000FORD RD LEWLSV4.LE. RC 270-V 44+ 68.a60y 'da Sovbm"p.,0" FL No.: 6251A 6' MAX - I 6" MAX 17" MAX O.C. 96- MAX FRAME HEIGHT 143' MAX FRAME WIDTH ANCHORS PER LOCATION E CHART B3 FOR JMEER OF LOCATIONS _ OUIRED 17 MAXF 6- MAX O.C. X SERIES 4301440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATNG IMPACT RATING t40.OPSF NONE SEE CHARTS 01 AND n2 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 4E 112'A95' 2. MAXIMUM D.L.O.: 44 3r4' 90 W HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04.145) AT 37 374.ON CENTER FROM PANEL e0TT METALLIC TANDEM ROLLERS (99-17-195) AT EACH END OF PANEL BOTTOM RAILS JMJNUM 6063-TS REINFORCEMENT (668) AT ALL PANEL INTERLOCKS JA9NUM 6063-TS REINFORCEMENT (4237) INTERLOCK ADAPTOR AT INTERIOR FACE PANEL INTERLOCK 1e.VWNS CHART 07 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET 1 Rev DESCRPr*N A ADDED CHARTS 8 REVISED PER NEW TESTING C ADDED FLANGE INSTALLATIONS D REVISED INSTALLATION DETAILS E REVISED INSTALLATION DETAILS Design prassur0 char! (psi) FV Si1f:e Pmft Ono Total From VA M (o) 9m 30.0 36.0 420 1 47.7 h) 90.00 10a00 17a00 14200 POs I Nep Poi Nep Pos Had KO 40.0 60.0 40.0 0 40.0 480 a0.0 40A 60,0 S4, 40 0 4H 9 40.0 l50 920 400 59.6 400 46.t 40.0 4Z3 90.0 40.0 58.6 40.0 43 7 40.0 40.0 CHART n WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED SFF NOTF O CHFFT t Design premra chart (Psi) Ffan10 5a10c P03101 ano 7oLtl Frwm VAatn h) moi9H 30.0 Tao 1 420 47.7 h) 90.00 Ica 00 12a00 14100 POs Mop POs Nog Pos Nap Pos Nap 4,0 60.0 1 60.0 57.9 57.9 52.0 52.0 48.0 40.0 U.0 60.0 1 50.0 548 54.6 46.9 48.9 45.0 45.0 920 59A 59.6 51.7 51.7 46.1 46.1 423 42.3 98 S6.tl S6.tl 490 49 0 43.7 47.7 40.0 Sp 0 CHARrr9 NumD4r of anchor locations required Front/ Sn911 P2n01 ono Total FmIn W,= (n) NnbN 30.0 3&0 42.0 1Q•7 in) tOJ.O l26.0 7410 HASHAS Jamb Il Jamb N6S JomD H4tS Jamb a4.0 0 6 7 e tl 6 9 6 SILO 7 6 1 1 1 6 6 6 9 6 920 7 6 7 5 S-L B 1 9 6 9a0 1 B 7 6 6 I 6 1 9 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ• PA 17030 SERIES 430/440 XIX SCD 143" x 96" REINFORCED ELEVATIONS DAMN. DWG 1a). F.A. 08-00503 u"F NTS O'TC 02/23/09 -2 OF 9 L ROBERTO LOUAS P.E. 1432 WOODFORD RD LEW18VILL4 NC 270.J 4.t+G4a-O601 r0orn.rs hanaspa rni+ DATE APPROVED 03/06/12 R.L 10/15/13 R.L. 12/06/13 RL 08/05/1S R.L. 06/22/17 R.L. SIGNED: 06i22/201 R - f! 0 9OSF P STTA y 251 • x Tfr0_ E OF.'` i .4%,. F ORtO; G\2\ Luis R. Lomas P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE W000 FRAMING 1 3/8' MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1 3/8" MIN. 1/4. EMBEDMENT MAX. SHIM L 1?10 WOOD SPACE 1/2" MIN. SCREW - EDGE DISTANCE J10 WOOD SCREW OD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 10 WOOD SCREW BE SET IN F APPROVED MIN. VENT WOOD FRAMING OR 2X BUCK BY OTHERS REV REVISONS DESCRVnON arc APPRMCD A ADDEO CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R L. D REVISED INSTALLATION DETAILS OD/05/15 R.L. 1/4• MAX. SHIM SPACE E REVISED INSTALLATION DETAILS 06/22/17 1 R.L. INTERIOR FE10-11", n Y- 13 iILA 6L- EXTERIOR n JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRQM DWG ND. F.A. 08-00503 W-41 NTS °`1E 02/23/09 —3 OF 9 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEW15VIl I F NG 27023 74,63S-0 o9 reoma00bMilp..o SIGNED: 0612212017 lk ! I LIO G E MS'9J,i EXTTA.-aieTfE OF PFS OR10P •G?\. IONA 14\\ Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR ELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2- MIN. EDGE DISTANCE 1/4• MAX. SHIM SPACE 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 AS OR FRILLING L TO BE SET' IN BED OF APPROVED LLANT RLAunNs REV DESCRFMN GATE APPRP/m A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTAUATIDN DETAILS Oa/05/15 R.L. 1/4 MAX E REVISED INSTALLATION DETAILS 06/22/0 R.L. I SHIM SPACE I 0 1/2• MIN. EDGE DISTANCE INTERIOR al 10 SMS OR SELF DRILLING SCREWS METAL \jSTRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRAWN. mG N0. F.A. 08-00503 X'M NTS I D•TE 02/23/09 1 SKM4 OF 9 L. ROBERTO LOMAS P.E. 14M WOODFORD RD LEMSVILLE. NO 27021 uswaocos fROf:LvQWNp'ItT3p1 G0l+1 SIGNED: 06/22/2017 LID 4s GENSF 00 51 >r STATE OF ;` 1"4F*-f40ROt Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2" MIN. _ 1, MIN. SEPARATION EDGE DISTANCE d 1 1/4" MIN. a EMBEDMENT 1/4" MAX. SHIM SPACE I^ 3/16" TAPCON EXTERIOR INTERIOR 1 1/4" MIN. EMBEDMENT 1" MIN. EDGE DISTANCE I 3' MIN. SEPARATION 3/16" TAPCON SILL TO BE SET IN • v ' ' A BED OF APPROVED SEALANT CONCRETE/MASONRY JL BY OTHERS 1 1/4" MIN. EMBEDMENT 2 7/8"• MIN. 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 1/4- MAX SPACE RLM04 DCSCRLP170n DATE APPADVED ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R LrDADDEDFLANGEINSTALLATIONS12/06/13 R.L. SHIM REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L. INTERIOR 0 f; EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETeMASONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0612212017 MI WIN650DWEST MAOWSRKESTREET OORS LLC GRATZ, PA 17030 5 11 11I 10 ff fc• (J1p„6:261 ,tSERIES430/"0 XIX SGD l a3" x REINFORCED FRAME INSTALLATIONLATION DETAILS 9;((, Jra • $TAT OF O 4t •'cIORIO• NALIE G\ DRAWN: FW-44. A. OwG no. OB 00503 REV E NTS a1E 02/23/09 OF 9 L ROBERTO LOMAS P E. 1432 WOODFORD RD LEWISYILLE, NC 27027 43+•60,0609 momupa,aR,,spv.— L,uia R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE 1 3/8 MIN. D FRAMING 2 2X BUCK EMBEDMENT BY OTHERS 1/4' MAX. SHIM SPACE 10 WOOD SCREW EXTERIOR II II 11 II 11 11 INTERIOR 10 WOOD SCREW OD FRAMING OR 2X BUCK BY OTHERS 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2712 SILL TO BE SET IN A BED OF APPROVED SEALANT 1 3/8' MIN. EMBEDMENT 1 3/8' MIN. EMBEDMENT T- 1/2' MIN. EDGE DISTANCE y10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1 /4 MAX. r SHIM SPACE RaISRx+s REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. D REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTA4LLA PON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96' REINFORCED FLANGE INSTALLATION DETAILS DRAWN: ONO M0. F.A. 1 08-00503 c'LE NTS I DATE 02/23/09 1-6 OF 9 L RO8£RTO LOMAS RE Luz IN000FORO RD LEMSVILLE. NC r.Dn SIGNED: 0612212017 O E N 9s 9 TTAf OF R%D Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS LA f tfilufi uv r cnlvrT 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTUREWSTALL177ON NOTES: f, INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2T 12 1/2" MIN EDGE DISTANCE 1/4- MAX. SHIM SPACE OR 1/2• LUNG MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS L TO BE SET IN BED OF PROVED SEALANT METAL STRUCTURE BY OTHERS 1/4" MAX. rSHIM SPACE RL175WXS REV D r.R1PIlON DATE APPROVED A ADDED CNARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANCE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0612212017 MI WINDOWS AND DOORS LLC 650 WEST MARKET 711111IIr/,f CE SF9s GRATZ. PA 0 5/ 1TAT SERIES 430/440 XIX SGD x 96" REINFORCEDFLANGEXINSTALLATIONDETAILSOF143" E iOE`•C0RIO• i isSONAL l Iflllltt Luis R. Lomos P.E. DaA+a F.A. OwL NO. 08-00503 RN E scut NTS — 02/23/09 5"EET7 OF 9 L RDWRTO WhMS P.E. 1112 VA=fORD RD LEWISVALE. NC 270^.J' 3&4s&O o9 rraus®vnrompvcan FL No.: 62514 1 1/2• MIN. 1• MIN. CONCRETE/ SEPARATION r EDGE DISTANCE MASONRY BY OTHERS a 1 1/4' MIN. EMBEDMENT OPTIONAL 1X BUCK TO BE PROPERLY SECURED 1/4" MAX.. E NOTE 3 SHIM SPACE SHEET 1 I— I .3/16• TAPCON EXTERIOR 3/16" TAPCON --\ MASONRY/ CONCRETE BY OTHERS xrw.n nvn VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION INTERIOR 1 1/4" MIN. 1/4" MAX. EMBEDMENT I SHIM SPACE 1" MIN. EDGE DISTANCE ° 3" .. MIN. SEPARATION ° 3/16" TAPCON SILL TO BE SET IN c A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 1 1/4' MIN. EMBEDMENT 1• MIN. EDGE DISTANCE INTERIOR EXTERIOR OPTIONAL 1 X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 RCASIONS DESCI JnW DATE APPROVED ADDED CHARTS 03/06/12 R.U. REVISED PER NEW TESTING 10/15/13 R.L ADDED FLANGE INSTALIATIONS 12/06/13 R.L REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L x J JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLATION NOTES: 7. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0612212017 MI WINDOWS AND DOORS LLC 650 WEST GREET VVLLL111Ir/,,7j GRATZ,MPAK170 ic• o St/+ c+* _ SERIES 430/440 XIX SGD 143" 96' REINFORCED FLANGE INSTALLATION DETAILS a E9: TAT OF ORLOtDRAWNoxNo. OS—y0 0i503 REV E;i02/23/09 8 OF 9 Luis R. Lomas P.E. rNTS L.ROBERTOLOM45PE. 14M WOODFORD RD LEMSVUL NC 27Lp3 7+68a-0609 rOp+s6l+xnairP..cam FL NO.: 62514 1 5/8" MIN. EDGE DIST. TRIM 1 1/4" MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS PROPERLY BY OTHERS. HOOK STRIP tX BUCK TO BE PROPERLY SECURED METAL STRUCTURE 3/16" BY OTHERS TAPCON TRIM EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION INTERIOR MASONRY/CONCRETE HOOK STRIP - INTERIOR TRIM HOOK STRIP REV DESCRUnm OATE APPRMEO A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L ' C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 05/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. 1/2" MIN. EDGE DISTANCE 10 SELF DRILLING I SCREW 1/2" MIN. u PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METALSTRUCTURE 1 3/8" MIN. EMBEDMENT t0 WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCKNVOOD FRAMING NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHO WN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2712 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA.17030 SERIES 430/440 XIX SGD 143" x 96' REINFORCED HOOK INSTALLATION DETAILS DFtAwk DA'c no. F.A. 08-00505 Sc'a NTS DAB 02/23/09 —9 OF 9 r_ ROBERTO LOU" P.E. 1432 WOODFORD RD LEWIS VILLE. NC 27029 434-W•060 rW-asokbrt wram SIGNED: 0612212017 N \5 R I ILJO J,•GENSt•gS 0 6251 TATE OF , Zu i0 PF.ZOR10• ?` . Luis R. Lomas P.E. FL No.: 62514 i II€_' `~ Business &Professional Regulation F BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts Publications FBC Staff BCIS Site Map Links Search dbpr cl Ili"' Product Approval USER: Public User f.•-.-.r,il tf o• Product ApproVal Menu > Product or Application Search > Application List > Application Detail P OFFICE OF THE FL # FL9174-R12 SECRETARY Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850) 475-6197 Mark_Garon@Overheaddoor.com Authorized Signature Mark Garon Mark_Garon@Overheaddoor.com Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr. Pensacola, FL 32514 850) 474-9490 Mark_Garon@overheaddoor.com Quality Assurance Representative Address/Phone/Emall 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 Gordon Thomas the Evaluation Report Florida License PE-46718 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey P. Arneson, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R12 COI Gordon Tomas COI 2017.PDF Referenced Standard and Year (of Standard) Standard Year DASMA-108 2012 DASMA-115 2012 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL9174 R12 Eouiv WD2017-00IR2 Evaluation Report - FL 9174.PDF Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Summary of Products FL # Model, Number or Name 9174.1 5120 / 6100 / 9100 #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 1 Option D 08/11/2017 01/02/2018 01/02/2018 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/-2B.80 Other: 9174.4 15120 / 6100 / 9100 #0231 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- bome debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Description 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R12 11 0228-318958-P8 S.odf FL9174 R12 II 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 II 324620 P16 Jamb Connection Supp sipned.pdf Verified By: Gordon Thomas FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or intermediate section. Installation Instructions FL9174 R12 Ii 0229-318959-139 S.pdf FL9174 R12 II 307494 P11 Track Supplement Chart sipned.pdf FL9174 R12 II 324620 P16 Jamb Connection Suop sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF 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 R12 II 0230-318960-P10 S.pdf FL9174 R12 II 307494 1311 Track Supplement Chart sipned.pdf FL9174 R12 Ii 324620 P16 Jamb Connection Supp sioned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Installation Instructions FL9174 R12 II 0231-318996-P6 S.Pdf FL9174 R12 iI 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 fI 324620 P16 Jamb Connection Supp sianed.pdf Verifed By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 E01uation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.5 5120 / 6100 / 9100 #0234 1 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.20/-49.60 Other: Installation Instructions FL9174 R12 II 0234-319022-P6 S.pdf FL9174 R12 II 307494 P11 Track Supplement Chart sipned.pdf FL9174 R12 fI 324620 P16 Jamb Connection Supp sioned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0235-319023-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 11 319040 P1 Post Istall Instructions signed.pdfImpactResistant: Yes FL9174 R12 It 324620 P16 Jamb Connection Supp signed.pdfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0232-318999-P6 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Supplement Chart sipned.odf FL9174 R12 H 324620 P16 Jamb Connection Supp signed.pdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +12.40/-13.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.8 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0233-319000-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sipned.ndf FL9174 R12 II 324620 P16 Jamb Connection Supp 5ioned.pdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-OOIRZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0236-319024-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sipned.odf FL9174 R12 II 319040 Pi Post Istall Instructions signed.pdfImpactResistant: Yes FL9174 R12 11 324620 P16 Jamb Connection Supp signed.pdfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0237-319025-P7 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sipned.pdf FL9174 R12 li 319040 P3 Post Istall Instructions signed.odfImpactResistant: Yes FL9174 R12 II 324620 P16 Jamb Connection Supp signed.pdfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.11 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing 0600 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0600-319026-135 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 11 324620 P16 Jamb Connection Supp signed.pdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +26.90/-30.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Parry: Yesdoor. 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0601-319027-P5 S.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +41.00/-46.30 Other: 9174.13 I5120/5140/6100/9100/9400/9600 0602 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door Is a replacement door. 9174.14 I5120/5140/6100/9100/9400/9600 0603 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.00/-25.00 Other. Doors with glazing shall not be used in the wind- bome debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. FL9174 R12 11 307494 PI1 Track Supplement Chart sinned odf FL9174 R12 II 324620 P16 Jamb Connection SUDD signed.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 10' Max height. Max section height 24". Glazing available In top or Intermediate section. Installation Instructions FL9174 R12 It 0602-319028-P6 S.pdf FL9174 R12 11 307494 P11 Track Supplement Chart signed.odf FL9174 R12 II 324620 P16 Jamb Connection Supp signed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 10' Max height. Max section height 24". Glazing available In top or Intermediate section. Installation Instructions FL9174 R12 II 0603-319029-P6 S.Ddf FL9174 R12 li 307494 P11 Track Suoplement Chart signed odf FL9174 R12 11 324620 P16 Jamb Connection Suop signed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE W132017-001112 Evaluation Report - FL 9174.131E Created by Independent Third Party: Yes 9174.15 5120/5140/6100/9100/9400/9600 16' Max width. 8' Max height. Max section height 24" Glazing 0604 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0604-319030-P6 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Traci: Supplement Chart signed.Ddf FL9174 R12 11 319040 P1 Post Istall Instructions slgned.odfImpactResistant: Yes FL9174 R12 II 324620 P16 Jamb Connection SUDD signed.pdfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24". Glazing 0605 1 available In top or Intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R12 It 0605-319031-135 S.odf FL9174 R12 11 307494 1311 Track Supplement Chart signed.pdf FL9174 R12 H 324620 P16 Jamb Connection Suop signed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE W02017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.17 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. Installation Instructions FL9174 R12 II 0606-319032-P7 S.pdf FL9174 R12 lI 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 11 319040 P1 Post Istall Instructions signed.odf FL9174 R12 11 324620 P16 Jamb Connection SUDD signed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.18 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0609-319035-136 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sicined.ndf Impact Resistant: Yes FL9174 R12 II 319040 P1 Post Istall Instructions signed.odf Design Pressure: +39.20/-43.70 FL9174 R12 II 324620 P16 Jamb Connection Sumo signed.pdf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0608-319034-P5 S.Pdf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 11 324620 P16 lamb Connection Supp signed.pdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0607-319033-PG S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 II 324620 P16 lamb Connection Sunp signed.vdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. Bach Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your trmail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public reco-d. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M ®C M Credit Card Safe June 15, 2017 Re: Florida Product Approval To Whom It May Concern: R Certificate of Independence i I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1) 1 do not have, nor intend to acquire or will acquire, a financial interest In any company manufacturing or distributing these products. 2) 1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4) 1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 EVALUATION REPORT Title: Evaluation of Wind Load Sectional Door Assemblies Report #: WD017-001 R2 Manufacturer: Wayne Dalton A Division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 Technical Contact Prepared by: Date: Dwayne Kornish Engineering Manager Gordon Thomas, P.E. Mason, OH 45050 Florida # 46718 December 22, 2017 I. Introduction/ Scope O014 Ct GFNSF •, No. 46718 fl •• c Ui'11 0 STATE OF = <C/ l Based on wind load test results for the FBC approved doors with paper/poly backer, the following evaluation will estimate the performance for similar size doors with equal wind load design pressures but steel backer design. The following doors under evaluation will be included on the latest revision of FL 9174. The following report evaluates the new overall door/component design as it compares to the door & components Florida product approval. II. Reference Material The following items were used to prepare the evaluation report: A. Florida Product Approval, FL 9174 B. Wayne Dalton Drawing No.253209, Rev P2, Backer Paper/ Poly C. Wayne Dalton Drawing No. 253211, Rev P1, Backer Steel D. Wayne Dalton Drawing No. XN17019, Dated 5/8/17, Raw Assy Detail, 9100 vs 9605 E. Evaluation Report, John E. Scates, P.E., dated June 10, 2011 III. Evaluation A. Wind Load Design The following analysis is for 20 different door configurations. All of the configurations listed in FL 9174 were approved with a paper/poly material (69# Kraft with 1 Mil off white PE) per WD drawing 253209. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005. ANSI/DASMA 108-2002 is equivalent to ANSI/DASMA.108-2012 and ANSI/DASMA 115-2005 is equivalent to ANSI/DASMA 115-2012. The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. FL 9174.1 FL 9174.2 FL 9174.3 FL 9174.4 FL 9174.6 Model# 9605 9605 9605 9605 9605 Door Size xH 9' x 8'-9" 16' x 8'-9" 16' x 8'-9" 16' x 8'-9" 9' x 8'-9" Design Pressure 26.90/ 30.80 psf 15.30 / 17.00 Psf 25.90 / 28.80 psf 30.00 / 33.50 psf 43.20 / 49.60 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 318958-P8 318959-P9 318960-P10 318996-P6 319022-P6 Impact Rating Yes No Yes Yes Yes Table I — Doors under Evaluation FL 9174.6 FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10 Model# 9605 9605 9605 9605 9605 Door Size 16' x 8' 18' x 8'-9" 18' x 8'-9" 18' x 8' 18' x 8' Design Pressure 39.20/ 43.70 psf 12.40 / 13.80 psf 18.50 / 20.70 psf 30.00 / 33.50 psf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-P6 319000-P6 319024-P7 319025-P7 Impact Rating Yes No No Yes Yes ON D..Ty'% Table 1 B — Doors under Evaluation Ic-rvSF NO- 46718 '• N v l U STATE OF 0RIDP .• 1r11111 W\ FL 9174.11 FL 9174.12 FL 9174.13 FL 9174.14 FL 9174.15 Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size xH 9'x10' 9'x10' 16'x10' 16'x10' 16'x8' Design Pressure 26.90/ 30.80 psf 41.00 / 46.30 psf 15.30 / 17.00 psf 23.00 / 25.00 psf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319026-P5 319027-P5 319028-P6 319029-P6 319030-P6 Impact Rating No Yes No No Yes Table I — Doors under Evaluation Q•. FL9174.16 FL9174.17 FL9174.18 FL9174.19 FL9174. 0k, Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 18' x 10' 18' x 8' 18' x 8' 18' x 8'-9" 16' x 8'-9" xH Design 15.30/ 30.00 / 39.20 / 18.50 / 25.90 / Pressure 17.00 psf 33.50 psf 43.70 psf 20.70 psf 28.80 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Tvpe Drawing # 319031-P5 319032-P7 319035-P6 319034-P5 319033-P6 Impact No No Yes No No Rating Table 1 D — Doors under Evaluation C. Conclusion oN a. r1yoo ; No. 46718 ' Y — STATE OF PCORV'. `G S/ONA E\ ,.`' Comparing the doors under evaluation against the Florida approved doors, I calculate that the doors and hardware under evaluation will be subjected to an equal or lower load and will perform equal or better than the approved doors. The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. I conclude that the construction shown comply with the structural requirements of the 51' Edition 2014) and 61 Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2) 1 am an independent licensed Professional Engineer in the State of Florida and; (3) 1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. i 2) 1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3) 1 do not have nor will acquire, a financial interest In any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 NOTES_ 1. NON -IMPACT RESISTANT GAZING OPTION - .090' MINIMUM SSB GLAZING IN MOLDED FRAMES SCREWED 13 GA HORIZ ANCLE- TOGEIMER N iH A EGBN4 OF (6) /aW SCREWS DISTALLED IN TOP OR VFIERYf-TE SECTION (WITH OR VATHOUT DECORATIVE INSERTS) MEETS UNIFOIM STATIC OESIGN PRESSURES SHOWN ON TINS DRAVIING. GLAZING 13 CA FLAG ANGLE- SHALL HAVE A MAXIMUM HEIGHT OF 13.75' AND A MA13MULI LENGTH OF IL75'. GIA71NG IS NOT IMPACT 1E GA NIN NoR2- RESISTANT AND DOES NOT MEET THE RE"94NTS FOR TRACK WAND-S OR1E DEBRIS REGIONS. s/w.1—s a•- 7. IMPACT RESISTANT GLAZING OPTION - IMPACT LAG RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP MIN 3 AS OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE SHOWN) INSER751 GLAZING SHALL BE 1/4' MAKROLON-AR 16 CA NIN VERT- POLYCARBCIATE OR EQUAL GLA294C SHALL HAVE A UAMU4 HEIGHT OF 15.21' AND A MAXIMUM LENGTH OF TRACK 50.05'. GAZING IS IMPACT RESISTANT AND DOES MEET THE REWUMAENTS FOR WMD-BORNE DEBRIS REGIONS. SAS.1-5/a' LAG - SEE DETAILE ON SHEET 2 FOR A55EMSLY DETAILS SCREW AT EACH GLAZED SECTION REDUIRES REINFORCEMENT YRACIETS JAMB /RACKET ATTACHED TO U-BAR ON UPPER INTEGRAL FOB (SEE DTAIL 0 SHEET 2)), la GA J-STRUT SCREWED TO LOWER 1/4-20d/15' TRACK - at t"ORAL RR OF SECTION AND OPERATOR STILE TO BE BOLT AND 1/4-20 HEX FACTORY INSTALLED. INSIAUn SHALL FIELD INSTALL (1) NUT AT EAdli JB JAMB V-14w7/a' SELF GRILLING CRWPTTE SCREW TO ATTACHJ-STRUT TO THE INTEGRAL RIB AND OPERATOR SIIE BRACKET LOCATLON AT THE CENTERLINE OF THE DOOR PER DETAIL F ON SHEET 2. 3. VINYL OR W,DOO DOOR STOP NAILED A MAXIMUM OF 4' D G NUST OVERLAP TOP AND BOTH ENDS OF PArELS MINIMUM 7/16- 70 MEET NEGATIVE PRESSURES 4. KEY LOCK. SLIDE LO04 OR OPERATOR REWIRED. 15 GA STIFFENED• S. sECT10N SHALL BE CONSTRUCTED MTH FOAJIED IN JAMB BRACKETS PLACE POLYURETHANE FOAL INSULATION O"CALLY SEE SCNETAULE FOR BONDED TO 30 CA FACER STEEL AND AMINIMUM QUA ITY, LOCATION, POLYLAMINATE BACKER OR 32 CA STEEL BACKER END AND TYPE CAP TO HAVE A MINIMUM 1.1' DEPTH. I, THE OESICH OF THE SUPPORTING STRUCTURAL KEY LOCK OR SLOE LOOK - ELEMENTS SHALL BE THE RESPONSIBILITY OF THE BOTH ENO/ or PROFESSIONAL OF RECORD FOR THE MAILING OR REQUIRED VBTH OPERATOR STRUCTURE AND IN ACCORDANCE W714 CURRENT BU0.DINC SEE NOTE 4). SLIDE CODES FOR THE LOADS LISTED ON THIS DRAYRNO LOCK SHOM4 FOR 7. DOORJAMB TO BE MINIMUM 20 STRUCMUL GRACEOR CUIOI'I LUMBER REFER TO JAMB CONNECTION SUPPLELBNT FOR NOTE' (4I SECTION SOLD ATTACHMENT TO SUPPORTING STRUCTURE. DOOR SHOWN. SEE FLEET 2 FOR U-BAR LOCATIONS L LOUVER OPTION - .04D' MDWUM LOUVERS N MOLDED ON DOORS WITH OTHER SECTION D IANTIRES ANDFRAMESSCRENEOTOGETHERVATHAM11BA14OF (6) SEE NOTES 1 AND 2 ON Taal' SCREWS INSTALLED UI rot BOTTOM SECTION. THIS SHEET FOR GLAZINGLOUVERSARENOTIMPACTRESISTANTAND00NOTMEET THE REQUIREMENTS FOR VQq-BORNE DEBRIS REGIONS OPTIONS LOUVERED SECTION REWIRES OPERATOR STILE TO BE FACTORY INSTALLED AT THE C'ENIERLHE OF THE DOOR. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAXDOOR I DOORWEIGHT I UNIFWM LOAD EACH JAMB (PlF) WITH NV``` L1 J 1I UJMJ'', PNi1 FTvK0JQ jr No. 77945 .• y OT . STATE OF L D.i,ftNI.INdHT4,, PF HI Nxu 110PLOHEo uouO HONronR TTPWD O K 1I7R44 KOFEI9DUl DIOH EERI SEAL PROVIDED 06T FOR WL1DIIf T12H or 4WOLOAD LVRSRJCROR DETAIL SEE U- BAR NOTE ON SHEET 2 FOR U-SAIL INSTALLATION 15 CA CA END CAP L9 I NOTE- ( 5) CENTER HNGES PER JOINT REWIRED ON DOOR WIDTHS CRCATER THAN 12'-0-. ( 3) CENTER HINGES PER JOINT REQUIRED ON DOOR WIDTHS LESS DIAN OR EQUAL TO 12'-0'. JAMB BRACKET SCHEDULE HDOOR EKOrt SEC7IIS EACTYPE BRNPIT.11 OF JAMB eIUCKE)s MEASURED FRW1 eotrou OF TRACK ( ALL DIMENSIONS * 2•) T-0 4JB . 1 01 , 25-1 JB , 34 JB , 15-1 0' 4 JB , 10• JB 21-3 4 JB . 21-5 4' .B 41 JB I3-1 4 JB e'-0' S JB 13' 01, 23 JB 34 JB . 47-I 4 (0). Sr JR. B'-O' 5 JB IC Je 21-3 4' JB , 20-3 4' JO. 4I Je 57-1 4- JB . 66JB 75-1 JB 0' GM LIFT gOEE NOTE BELOW NOES TO GENERAL AND CHANGED FASTENER TYPE CAPS AND RETAINER 0 CENTER HINGE AND ADDED OPTION. 0 STRUTCATION METHOD OLOREOPAINTTO TJNCES REOUIREO FOR RAIRONER DOOR —S. IDRD 5/10/ 05 WI ADDED IMPACT tESISTANCE TO DOOR EDDEO MODEL IIOD, TTE JOOD NOTE aTo STATE THAT ICUVERS UtE NOT IMPACT RESISTANT. TIT 6/ I/ 07 17 MOWED JAMB 3RACKET SCHEDULE FOR FAT OPTION. ADDED LJR TRACK DETAIL SHEET 2 IRT 4/17/ 0I PIS ADDEO IMPACT RCSLSTAN7 GLAZING. ADDED TEXAS LICENSE NUMBER TO TITLE BLOCK. CHANGED LOUVER NOTE. INCREASED MAX HEICHT TO e'-9'. ADDED RICH LIFT AND ROOF RICH TRACK NOTE 0KT 7/22/ 08 PI UPDATED TIRE BLOCK CRT 5/26/ 10 76Ii:T.TT. 57' FOLLOWING ONENRON DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20A//14- TRACK IOLT AND NUT. FO LO'MNC DIMENSION DENOTES OWCK INSTAL JAMB BRACKET INSTALLED IN IUTTERFLY SLOT. NO ADDITIONAL HAROWAIE NEEDED TO ATTACH TO TRACK. DOORS KITH HIGH LIFT. ROOF PITCH. AND/OR GREATER THAN IT IN HEIGHT REWIRE USE OF CONTINUOUS WALL ANGLE SEE SOPPLDXNT TRACK CURT FOR PETALS. STATIC PRESSURE RATINGS APPROVED S12ES SCALE N.T.S. SRE A Wayne DESIGN (PSF: + 25.90/-2&W MAX VYJD 16'-cr I DATE NAME SST (PSF} +SLBS - 43.20 MAX HEIGHT., 6'-9' DRAWN 3/8/06 CRT Dalton. IMPACT/CYCUC RATED (YES/NO): YES IMAX SECTION HEIGHT. 21'KHECKEDI 4/6/06 MRB A GARAGE DOORS MODELS 5120/9100/ 9605 ISHEET 1 OF 2 mNWSICN OF OVERHEAD DOOR CDRAWWNGPARTNO. REV. PIMS C 95 mFLauDA J1714 WINDLOADSPECIFICATION OPTION CODE 0230 318960 P10 Car7 ago 13 GA AD.USTABLE TOP PLACE U-OAR OVER INTEGRAL RU 13 CA ADALSTABLE FIXTURE ATTACHED TO WITH TH[ (6) PRE-PUNCHCD TOP nXruRE PRE -PUNCHED MOLES " • . NOTES EACH END FACING UPWARD LY eDTTOM OF "AR / AND ATTACH THRU END CAP AT WITH (2) 1/4-11A5/6 EACH END WTH (2) 1/4-1417/6' CRIYPnTE SCREWS SELF DRILLING CRLUPTITE SCREWS FOR STANDARD TRACK AND (3) 0 1/4-14.7/6' SELF OR31-UM CRDNTITE SCREWS FOR LOW u HEADROOM TRACK (2 OF RICH . . ARE USED 70 ATTACKED THE TOP DETAIL_A BRACKET AS SHOWN) LOW HEADROOM TRACK DETAIL A 13 CA ROLLER SIDE ATTACHED TO USED ONLY ON IMPACT PRE -PUNCHED HOLES IN TOP OF U-BAR LACE U-BAR OVER IN1E(RAL RIB WTH GLAZED SECTION - 11 WITH (2)) 1 H146/B' CROEn7E SCREWS THE (6) PRE -PUNCHED HOLES EACH END CA REINFOKm/ENT USE WENNO HOLE IN sWE TO FNSUFE FAONO UPWARD AND ATTACH THOU END BRACKET ATTACHED PROPER ALIGNMENT OF ROLLERS CAP AT EACH END WTH (1) t/4-14a7/6' WITH (4) 1/4-14T7/6' SELF ORAUNO CRWPTITE SCREWS SELF LING 13 CA MR40E ATTACHED / EyerpnDN• U-BAR PLACED OVER TOP CRIMPTITE SCREWS (2 WITH (4) 1/4-146/e' RE T THE BOTTOM SECTION SHALL ONLY THROUGH BOTH CRMPn1E SCIEIIS (2 OF BE ATTACHED THRILL ENO CAP AT EACH BRACKET AND U-BAR) . 18901 ARE fACTORY ENO 'NTH {1 1/4-14R7/B' 3W ORRUNG ATTACHED) CIYPnrE N LOCATED oTH THE DETAIL G BOTTOM FLANGE OF THE U-BAR MGMDUE TO CLEARANCES REQUIRED TO 2• NYLON STORMCARD INSTALL SCEWS AT THE ENDS OF THE ROLLER YAM o. U-BARS, ALL U-BARS SHALL BE 4-1/2' STEM DETAIL INSTALLED ON SECTIONS PRIOR TO B INSTALLING RCUER SIDES AND TOP FIXTURE ON THE U-BARS. SEE ATTACHUEKr NOTES ON THIS SHEET. 16 GA HINGE ATTACHED PLACE U-BAR OVER INTEGRAL R® AND ATTACH YM (R) 1/4-20N6/6G WTH (2) 1/4-216/6- CRMPnTE SCREWS THIRD WHICH ARE FACTORY ATTACHED 3 OF YOCH PRE -PUNCHED HOLES AT EACH INTERMEDIATE H@DE. ARE HELOUMSTALLED INTO LOCATION (I THRU FLANGE TOP LEAF, AND I OF MUCH IS FIELD DSTAllID OF U-BAR AND BOTTOM FIN({ LEAF A101 1 THRU THRU PRE -PUNCHED HOLE . NEB OF U-BAR AND IN U-B DETAIL INTEGRAL Tim OF sEcnw) C 12 CA BOTTOM BRACKET FACTORY ATTACHED WTH p PLACE U-BAR oKJi NTEGRAL RB WTH 3) 14-I4.3/6' BOOT NOTCHQOWNTOCACHBOTTOMLI(W'In1ESCREWi BRACKET AND ATTACH END CAP AT EACH OND WTH (1) 1/4-14a7/6 SELF DRILLING CRMPTITE SCREW A5 FOR IMPACT RESS7ANTF, SHOWN AND USE (1) 1/4-14a7/e' SELF THEBOTTGMBRACKETMUSTBESCRE. G TD THE BOTTOu - • DRILUNC CIIMPn SCREW ACROSS BOTTOM OF THE BOTTOM U-BAR AT U- BAR WTH EACH PRE -PUNCHED HOLE AT EVERY 2) i/1-14K7/6' SElP DETAIL HINGE LOCATION. USE (I 1/4-2N6/6' O CPIOTITE SCREWS- SEE IMPACT BOrTDY BRACKET CRIMPDTE SCREW AT ALL OTHER PRE - PUNCHED HOLE LOCATIONS. DETAIL THIS SHEET. J. 1} CENSF •'•/ No. 77945 0 •. STATE OF ((Fw NA1 f10A,, L F 111 ,T1 K!) F GOIHTY ROQ IW a— HmL KWIC i1 P[ 7m. TX PE Nr44F RROIEISUXUL D OL EERIE STAR PROWOED 04.1 FOR WJc11a7101 Or WWCCOAD 711UCI01 OEfN OR3J4' MIN STAINLESS S NS WITH STAIKES$ BALED RUE'" WASHERS 1/ 2' OG MAX 1/ 6' BEAD CE uLTR^ cLAZE SSG400C STRUCTURALSEALANTCHECOYALENT ACET STEEL 1 17 1/4-14><7 S SFIF DRILLING CAIMPT) 31kE1r AT CEIITEA LINE OF DOOR THRU J- STRUT k OPERATOR BRACKET. B9ffL , F-STRUT k SCREW ONLY REQUIRED ON IMPACT GLAZED SECTIONS SEE NOTE 2 SKEET 1 DETAIL F ATTACH BOTTOM BRACKET TD BOTTOI U-BAR MATH (x) 1/ 4-Iaa7/6' SEIf DwwNO COMFiITE SCREWS ` IMPACT BOTTOM BRACKET 4) SECTION DOORS VATH ( 5) 3'• 19 CA 60 KSI U-6ARS LOCATED OVER INTEGRAL R16S AS SHOW — V- BAR wITAd MFNT MOTHER 1. ALL U-BARS SMALL BE PLACED OVOI INTEGRAL — AND ATTACHED THRU PRE -PUNCHED HOLES WITK (2) 1/4-1443/6' C6MPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCAT N. (2) 1/ 4-14a7/6' SELF DWULNC COMPUTE SCREWS AT EACH END CAP ( EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE DETAIL B AND D THIS SKEET). (2) 1/4-1445/6• CRIUPTI7E SCREWS APPROIMATELY 100WAY BETWEEN ENO OF ODOR AND INTERMEDIATE HINGE LOCATION. AND (1) 1/4-146/6' CRIMPTITE SCREW APPROXIMATELY e' FROM EACH END. FOR DOOR WDTHS GREATER THAN Ir-Or. THERE SHALL BE A TOTAL OF (20) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U- BARS ON BOTTOM SECTION SHALL HAVE A TOTAL. OF (1e) SCREWS EACH. FOR DOOR WIDTHS LESS THAN DR EOUAL TO 12'- 0•. THERE SHALL BE A TOTAL OF (16) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION STRUCTURAL DECORATIVE SHALL HAVE A TOTAL OF (14) SCREWS EACH I WINDOW TRW 2. WTH THE EXCEPTw OF ME (9) PRE -PUNCHED HOLES IN THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER PCLYCARBONATE SLIDES AIND THE ((6) PRE -PUNCHED NOES IN THE BOTTOM Of CH EAENDUSED FOR THE ATTACHMENT OF THE TOP FLKIURE AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION ORAWRH4 ALL PRE -PUNCHED HOLES IN ALL U-BARS SHALL BE ATTACHED TO IKE DINT Y4TH 1/h146/e- CDNPnrE scREWs. 3. 16 CA U-eARS SHALL BE STAMPED "46' APPROXIMATELY 4- FROM EACH END. Wayne Malton. GARAGE DOORS DETAIL E h 011AAON O OVDTHEAO DOOR CC 3365 ADOSON DRIVE PENSACOLA FLORIDA 32314 WRSpI O•- vA4D TN: TO DENER CHANGED NERTYPE METHOD PAINT TOIN DOORS STRUCTURE AND ttARD'al NUMBER OF s', in CA, FASTENERS AND CENTCR IN475 REOIIREO FOR BARS NARROWER DOOR MOTHS. OYEn NRB 5/10/06 RIBS AS PB ADDED IMPACT RESISTANCE TO DOOR ADDED MODEL 6100. MODIFIED NOTE I TO STATE THAT LOUVERS r N07 IMPACT RESISTANT. CRT B/ f/07 P7 HOOFED JAMB IMPACT 7/ 22/ 05 UPDATED TITLE BLOC( 6/21/ 10 5/23/ 2017 PACT CYCLIC RATED (YES/NOr TES IMAX SECTION HEIGHT: 21- ECKED 4/O/06 MRB MODELS 5120/ 9100/1 SHEET 2 DF 2 DRAYGNC PART N0. REV. WINDLOAD SPECIFICATION OPTION CODE 0230 318960 PIO PLICE PLATE LOCATION o SEE SCHEDULE 14" MAX I 12". MAX 12" SEE CLIP DETAIL MAX `• I 12" `\ /` ' MAX 12" LIP LOCATIONS MAX SEE SCHEDULE 12" MAX T CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. DNAYW A KOFC9y PE 376 COUNTY ROAD 160 WWI Mr - Ft PC 77N] TX /S 117LLN PR01TS90NAL ENCWMR'S SELL PROVIDED ONLY FOR VE ICADON CF YNOLOAO CONSIRUCDON CETARS TRACK 13 GA MIN CONT1NUO1 WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13GAMIN CONTINUOUS WALL ANGLE 2) 1/4" X 7/16 SEMI TUBULAR RIVITS— 11 GA MIN CLIP SEE SCHEDULE— R SW 0.28" 2 13 GA MIN CONTINUOUS WALL ANGLE— P NE Enr!"(0 N0.77945 NZ OAF . srAre of Ss%AZ ORIDA f 11111 7 TRACK 3) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE f 1 I i (1) 1/4"-20 TRACK j OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART MAX DOOR WIDTH MAX PSF 9'-0" 46.0 PSF/-52.0 PSF 16'-0" 46.0 PSF -52.0 PSF 18'-0" 46.0 PSF/-52.0 PSF @Dalton. 015 DOM 3395 ADDISON DRIVE PEN ew 44O9IBDQ72514TRACKSUPPLEMENTCHART REVISIONS L ANGLE 12 FOOT IATED I s/n/D3 UPDATED FORMAT. REASED ALLOWABLE SSURES TO S.DD/-52.00 PSF FOR DOOR WIDTHS. MOED 'TEXAS WALL LE' TO •CONTINUOUS 1 ANGLE'. ADDED ISTRATE MOUNTING AIL CHANGED To N ND ANCHORS 4/2/07 CHANGED FORMAT. IED MODELS S5GO 024 WITH OVERLAY TRACK CLIP IEDULE. 5/21/07 VIED IN CHARTS DATED SPLICE A CLIP HEDULES. P 9/D6/07 UPDATE MOUNTING TAIL DRAWINGS. T 10/OS/07 UPDATED CHARTS To MINATE THE USE OF E /5 CLIP (REPLACED Di /9 ACROSS THE AND). P 10/24/07 UPDATED STEEL IUNTING DETAIL B D4/11/0B EXPANDED 1-1/2' TO 3/5• DOOR THICKNESS WIT UP To 14' HIGH. T 12/11/08 O UPDATED TITLE OCK T 5/2/10 1 UPDATED TITLE DCK. REMOVED CHART T 11/15/13 2 UPDATED TITLE OCK. C 5/15/17 SHEET 1 OF 2 DRAVANG PART NO. REV. 307494 P11 2 3/4" f 1 " EDGE DIST E60XX MIN. 1 8 2-24 1/8 2-24 MIN 3/16" THICK STEEL FOR MOUNTIN 5/16" x 1-5/8" WALL ANGLE LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO.2 TRACK CLIP SPF (G=0.42) OR — BETTER AT EACH 1/4-20x9/16" HOLE OR PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HEX NUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL a. WITH MIN. (1) 1/4-2Ox7/8" SELF DRILLING SCREW WITH 1" O.D. 4. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDINI d CONCRETE MOUNTING DETAIL 04'AYME 1 KQRM91, K 457E COUMN ROAD 1E0 MOUN1 HOPE. OHO FL PE 77145 TX E 117UR FRDfESSONAL ENL19M'S SEAL PROVIDED WLY FOR VIAMCATION OF WNDLDAD C01MIRUC710N UETNLS. 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 IIIIIIffff// LICENSE .% No. 77945 S STATE OF ~ sS%OORIOA• NG= NAL E Wayne 1Dalton. GARAGE DOORS av/ 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART PENSA 144O990J25,4 REVISIONS ANGLE 12 FOOT 3 UPDATED FORMAT. CREASED ALLOWABLE RESSVRES TO, 4E.00/-52.OD PSF FOR L DOOR WDTHS. 1ANGED 'TEXAS WALL VGLE• To *CONTINUOUS ALL ANGLE'. ADDED 1BSTRATE MOUNTING TAIL, CHANGED TO TF HD ANCHORS 2T 4/2/07 4 CHANGED FORMAT. DED YODELS 9800 VD E024 VATH OVERLAY TRACK CLIP TEOULE. 2T B/21/07 3 UPDATED MODELS STED IN CHARTS. DATED SPLICE & CUP UPDATE MOUNTING NL ORANINCS. 10/05/07 UPDATED CHARTS TO DNATE THE USE OF LAED 1CUP (REPLACED THE UPDATEDSTEEL INMNG DETAIL 04111/OB EXPANDED 1- 1/2- TO 0• DOOR THICKNESS RT UP TO 14' HICH. 12/11/ 08 ADDED MODEL I700. SATED TITLE BLOCK O/2/ 10 UPDATED TITLE CK. REMOVED CHART. 11/15/ 12 UPDATED TITLE OIL 6/ 15/ 17 SHEET 2 OF 2 DRAWING PART NO. I REV. 30- 1 P 11 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 M) 474-9890 111111111f/, J'KO v LICENSE' No. 77945 S STATE OF 01VAL IEN •``• uINIMU L.. SOUTH DWAME A KORN6H, PE 4374 COWrtY ROAD 140 UMJWT "L 0NI0 FL PE 77543 15 PE 117Rf5 PROIMONAL ENGNIED'S SEAL FROVDEO OKY FOR VWXATION OF NADLOAD OONSIRUCIIC DE7ARY SEE DEiALS 1, 2, AND 3 REQUIRED FOR VERTICAL POST REINFORCING 1 _ BYES. 6' MAX M/ SF 6' MAX M 2a6 03 ¢ HEADER LC(K ERN PINE BRACKET LUMBER. A' a• 2-3/4' 2) 3/6' SI MPSON TITEN HD SCREW ANCHOR WITH A 1 1 4' WASHER AND A MINIMUM EMSEOM T OEPTH OF 2-3/4- AND A MINIMUM EDGE DISTANCE OF 2-3/4% DETAIL 1 MINIMUM 25D0 P51 [OfIG^F''L NOTE. MAXIMUM DESIGN LOAD CAPACITY OF 2085 LBS DOOR WIDTH MINIMUM W /3 ¢ HEADER LOCK SOUTHERN PINE BRACKET LUMBER 6' 4' 4 4' 4) 3/B- SIMPSON TITEM NO S01MV ANCHOR WITH A 1-1/4- WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4- AND A MINIMUM EDGE DISTANCE OF 4'. DETAIL 2 MINIMUM 700D PSI CARD IT TILL FD .M NOTL MAXIMUM DESIGN LOAD CAPACITY OF 2400 LSS. MIMDAUY 2.5 ¢ HEADER LOCK SOUTHERN PIE BRACKET LUMBER. 4• 4) 3/8' DIA LAC SCREWS WITH 1-1/4- C.D. WASHERS. LAG SCREWS SMALL HAVE A MINIMUM PENETRATION OF 1-9 2' INTO THE MA IN OR, OMEMBER. 0£ TAR 3 NO YAY 1 TgUC G'S1NLOAp CAPACITY OF 2430 LBS. SHEET 1 OF 2 P17 UPDATED TITLE BLOCK ESC 6/15/17 NAME JAMB CONNECTION SUPPLEMENT DRAWING PART NO. REV. 324620 P16 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 A"AE 1 KMNSH, PE w 76 cQvmTY ROAD I{D NDUNT HOPL 0No FL PE 77245 TX PE 117999 PROFESSDRAL CHGN R'S SAL PROYDED OIKY FOR 1'ODFICADDN OF WIDIDAD CONSTRUCTKw DETAILS MIN 2500 PSI CONCRETE NDTF- MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE DESIGN OF SUPPORTINC STRUCTURE SMALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORDFORTHESTRUCTURE 2 3/4' EDGE ( 3/8' SIMPSON TITEN HD. 2-3/4' MIN EMBED. MIN 6' BETWEEN JAMS BRACKET LOCATION JAMB BRACKET 1/4-20K9/18' - TRACK BOLT AND 1/4-20 HEX NU TRACK QIOFM [YM+E'JKTF MDONTINCOF7AIL 1)(1) I I/it. sis, Q No T7945 W— 0 • SLORIOF SS10NA-\- \\ V MIN 2 K 4 SPF (-0.42) OR BETTER WALL STUD NOTE MAY ALLOWABLE FASTENER LOAD MAY EXCEED THE DESI^NN LOAD OF THE STRUCTURE DESIGN OF SLPPOP.TING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE I EXTERIOR 5/16' LAG SCREW WITH 1-9/32' EMBED W CENTER OF STUD (1 1/4') FOR EACH JAMB BRACKET LOCATION JAMB BRACKET 1/4-2OX9/15' TRACK BOLT AND 1/4-20 HEX N TRACK DIRFl:T WDEXI MDlIN11NF. D TALI MAX 470 LPIq PER LAC FA57ENER SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT REVISIONS P17 UPDATED TITLE BLOCK ESC 6/15/17 DRAWING PART NO. I REV, 324620 P16 i' 1/2/2018 Florida Building Code Online F A CGGI NWT Business 8 Professional Regulation ! bra;nnre' eour3oeM ,parr; o tian',eodr BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Fads I Publications I FBC Staff I BCIS Site Map I Links I Sear dbar++11+ Product Approval Y USER: Public User Product Aooroval Menu > Product or Application Search > Application List > Application Detail M;. FL # q Application Type Code Version Application Status I. .r r Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date FL19715-R3 Revision 2017 Approved LEI Silver Line Building Products Corp. One Silverline Drive North Brunswick, N] 08902 651)264-4178 Nicholas. Kopp@andersencorp.com Nicholas Kopp Nicholas. Kopp@andersencorp.com on Berrian One Silverline Drive North Brunswick, N] 08902 732)435-1000 onberrian@slbp.com Windows Single Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Hermes F. Norero, P.E. PE-73778 Window and Door Manufacturers Association 12/31/2019 s Validated By Locke Bowden j Validation Checklist - Hardcopy Received Certificate of Independence FL19715 R3 COI COI Silverline SS 2017-06-14.odf h i', •,.i' 1 Referenced Standard and Year (of Standard) dStandard Yeara' n AAMA/WDMA/CSA 101/I.S.2/A440 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2012 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 s C, Equivalence of Product Standards Certified By Sections from the Code hGufBV5nRNMfolDM5dhG310CYhzgZSGol vg%a3d%3d 1 /2https://floridabuilding.org/pr/pr_app_dll.aspx?param=wGEVXQwtDgtvA%2bxmzk1 T 1/2/2018 Florida Building Code Online u,. Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option D 06/16/2017 06/16/2017 06/22/2017 08/08/2017 12/18/2017 nf_o-.1...-rt _. FL # Model, Number or Name Description 19715.1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL19715 R3 II SWD002 SS 2017-06-15.Ddf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4875 SS 2017-06-14.Ddf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 7 .2 eries 2 / 00 Ing a Hung xtru a my ing a ung in ow Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD012 55 2017-06-14.Ddf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4807 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.3 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD010 SS 2017-06-14.Ddf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4805 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.4 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD011 5S 2017-06-14.Ddf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4806 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes B S M Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovrioht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen: under Chapter 455, F.S., please click here_ Product Approval Accepts: M ® El Credit Card Safe https://Horidabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtvA%2bxmzk1hGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 2/2 ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. THE NUMBER OF W STALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. INSTALL INOMDUAL INSTALLATION ANCHORS WITHIN A TOERA.NCE OF tin INCH THE DEPICTED LOCATION i S ACING IN THE ANCHOR LAYOUT DETAILS 1 E- WITHOUT CO.YSIDERAnON OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WTEH LOAD BEARING SHIM($). MAXLMUM ALLOWABLE SHIM STACK TO BE 3/1 INCH. SHIM WHERE SPACE OF 1/16INCH OR GREATER OCCURS. SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR 1ETTER. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE LIB WOOD SCREWS OR 11 GAUGE ROOFING NAILS OR TOE COMMON NAILS OF3-U7 I NT LENGTH TO ACHIEVE 2.2/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3/8' EDGE DISTANCE. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE W SELF -TAPPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 IMREADS PENETRATION BEYOND METAL WALL INSTALLATION SHALL MAINTAIN MIN. 3/8' EDGE DISTANCE. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE RIO WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/2UJCH MINIMUM EMBEDMENT IN70 WOOD SUBSTRATE THROUGH FRAME LNSTALLATION: FOR INSTALLATION THROUGH 1X BUOLTO CONCRETEIMASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/161NCH DIAMETER ITW TAICONS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/4 INCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 13/4' EDGE DISTANCE THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE A30 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THRLADI KNETRATION BEYOND METAL WALL• MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESWANT COATING. SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) 6ENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY W RNTHE 6TH EDITION FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZAND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/13.2/AAAO-08/11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, ZX FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF IHE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND 2% BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION. A, THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS OETAILEO HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON4(VKZ AREAS, W HVNZ AREAS. ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMJ-0ADE RER OR ANT. S. APPROVED IMPACT /ROTECTWE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL PVC 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK•00 NOT INSTALL 7. INACCDRDANCE WITH THE 6TH EDITION FIC,WOOD INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE 15 MEASURED COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN BLOCK CHAPTER 23. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR B• GLASS MEETS THE REQUIREMENTS OF ASTM E1300 MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE GLASS CHARTS. SEE SKEET 6 FOR GLAZING DETAILS USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER 14. INSTALLATION ANCHOR OPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. B CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476. MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSL D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO'ASTM C-90 WRN MINIMUM COMPRESSIVE STRENGTH 0$ 2000 PSL E. STEEL - M1141MUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 47.8 MIL (0.0478' or IB GAUGE). MIN. In' EDGE DISTANCE. F. ALUMINUM - MINIMUM ALLOY 15063-TS. MINIMUM WALL THICKNESS OF 1/16'. MIN. 1/2- EDGE OISTANCL TABLE OF CONTENTS SHEET REVISION SHEET DE50RIPTION 1 INSTALLATION 6 GENERAL NOTES ELEVATION ANCHOR LAYOUTSrA3VERTICAL6HORIZONTALSECTIONS (NAIL FINS) VERTICAL A HORIZONTAL SECTIONS (THROUGHFRAME) HORRONTAL SECTIONS, BUCK INSTALLATION, 6 GL.A2SNf DETAIL MAX OVERALL SIZE COIFIG. DESIGN RESSUAE MISSILE IMPACT RATINGWIDTHHEESHT 36' SA' 0/X 35 / -35 PSF NON IMPACT 38' W O/X 50 / -50 PSF NON IMPACT 38' 7A' O/X 50 / -50 PSF NON EAPACT 36' 7r O/X 35 / -35 PSF NON!MPACT M' 62' O/X 50 / -50 PSF NON IMPACT 48- 72- O/X 35 / -35 PSF NON IMPACT AB- N' O/X 20 / -20 PSF NON IMPACT 52' 72' O/X 25 / -25 PSF NON IMPACT U. 3.75' OM (ORIEL) 35 / -35 PSF NON WPACT AS- 96- O/X (ORIEL) 20 / -20 PSF NON IMPACT 72' 6r O/X-O/X 35 / -35 PSF NON I.V,PACT 72' 84- O/XO/X 35 / -35 PSF NON I/APACT 76- 62' O/X-O/X 50-/ -50 PSF NON IMPACT 76' 72' O/X-O/X 50 / -50 PSF NON IMPACT 76' 77- O/XO/X 25 / -25 PSF NON IMPACT BO' 7A' O/XO/X 35 / -35 PSF NON IMPACT 96' 74' O/X-O/X 30 / -30 PSF NON IMPACT 105, 62' O/XO/X-O/X 50 / .50 PSF NON IMPACT 105' 72- O/XO/X-O/X 50 / -50 PSF NON IMPACT 208- 84- O/X-O/X-O/X 2S / -25 PSF NON IMPACT Dgwq YBIW Uy /IArr.•rA F. NavHL PE 70615IdII""°°""° FL#: FL19715Dale: 2077 06 t5 1d•1198 {LAIN SilverLine f kAndersen IK741 ONE SLLOEALD@ OLIVE IO TH 110 +5.ACKW 0/IA Ha 0r-1 urwoO L) 11111 LLLLM pNHf 3 MY y;zC) p u DWG tF: SWD0.02 5HEET: 1 OF 6 MAX FRAM HEIGHT 9! MAX FRAME WIDTH 4a' ELEVATION SINGLE HUNG WINDOW MAX FRAME WIDTH 96' R E 4 s F S C 4 MAX. FRAME HEIGHT 74' A D s ELEVATION TWIN SINGLE HUNG WINOOW QUALIFIED CONFIGURATIONS ARCH TOO CONRGURATIONS FOR ALL 2901J501 RATINGS. SINGLE UNIT CONFIGURATIONS QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL ZWZ- l RATINGS. TWIN UNIT CONFIGURATIONS F S 4 MAX M HEIGHT MAX FRAN HEIGHT 9e MAX FRAME WIDTH 48' ELEVATION SINGLE HUNG ORIEL W NDOW MAX. FRAME WIDTH 108, TRVLE SINGLE HUNG WINDOW Silver Line i Utlrlderxn i of sn.EaOt Na.F NWTH..{MSWICK. w amt iK o pz ZZN O I-, p r : 6 y ...• OFP4koo n my 2 L'u V) ooC S= u2 O p U h DWG sk SWD002 SHEET: 2 OF 6 2' MAX. 11' MAX FROM --{ O.C. CORNERS I 11' MAX O.C. Y MAX FROM CORNERS fNOTF, w•. r NrlS ATM WhF 3 KW AlD—X6'01 T HEAD. 3Nj AND 5R1 ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW Y mAxFROM 4 1/2' MAX CORNERS r O.C. 4 1/ 2' 0: 2' MAX FROM CORNERS 4 1/ 2' MAX, 1 r-- O.C. ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW I;MAX FROM — 1 6' O. C. CORNERS O.C. L- 1` MAX j FROM CORNERSham---- 6- MAX. O.C. ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW 6' MAX FROM { f---' f-20' MAX CORNERS I O.C. . 6' MAX 12' MAX. MAX RNERSI— F'---F— =2 3 O.C. MAX CORNERS r r O.C. Rom - {II O. 20' MAX. O.C. L- 6' MAX. FROM CORNERS T— ANCHORLAYOUT THROUGH FRAME - SINGLE HUNG WINDOW 161/2' MAX O.C. L- L_ 6' MAX. FROM CORNERS 16 1/ 2' MAX O.C. I_ L_ SilverLine L^ Andersen K41 - a! SAvEa714 DRM w.rw Fht.:wtq w ocu n,n• nmD g z z 5 pVLL - W g< 7 2 ` 8x z 5: aSm m Lu of - c C n W K^ 0 0T h O] J z O p l--i zo :> V) u m Ho O ww= p F o ANCHORSTRAP 6' MAX. U+ " m H m z h P/N 50-2995.2 FROM ANCHOR STRAP a M u Z SEE SHEET 5 FOR DETAILS CORNERS P/N 50-2995-2 0 o p u h SEE SHEET 5 FOR DETAILS DWG Tl: ANCHOR LAYOUT ANCHOR LAYOUT SWDOOZ THROUGH FRAME -TWIN SINGLE HUNG WINDOW THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW SHEET: 3 OF L CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS SEALANT / O.A. BY OTHERS I UNIT HEIGHT EXTERIOR f O.A. UNIT HEIGHT SEE GLAZING DETAIL. SHEET 6 1 1/2- mm EMBEDMENT 1 INTERIOR g1 VERTICAL SECTION 4 J HEAD • yE WOOD BUCK NAIL FIN SEE 6lA2ING -\ T71 DETAIL, SHEET6 EXTERIOR INTERIOR PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS 48 WOOD SCREM INSTALLATION ANCHOR WOOD BUCK BY OTHERS SEE SHEET FO CONNECTION DETAILS CAULK BETWEEN INCRETE/ MASONRY 6 ZX WOOD BUCK BY OTHER 3/8' MIN. EDGE DIST. 1/4' MAX. SHIM MAX SHIM SPACE SHIM SPACE SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS SEE GIUZING DETAIL SHEET 6 INTERIOR EXTERIOR O.A. UNIT WIDTH MIN. 3/8' EDGE DISTANCE MIN. 3 THREAD5 PENETRATION BEYOND METAL STRUCTURE 48 GR. 5 SELF -TAPPING' SCREW INSTALLATION ANCHOR METAL STUD BY OTHERS, SEE SHEET I INSTALLATION NOTE 14 EXTERIOR FINI SH BY OTHERS PERIMETER SEALANT BY OTHERS rC- HORIZONTAL SECTION 4 1/4' MAX 4 JAMB •METAL STUD E SHIM SPACE NAIL FIN 3/8' MIN. J EDGE DIST. S:. CONCRETE/MASONRY BY OTHERS S 1 1/Y MIN. EMBEDMENT A VERTICAL SECTION 4 SILL -2X WOOD BUCK NAIL FIN Silverl.ine LtAnde'rSLn on :avEoLv* duK en u,w lmm w om M (i57J.Y 100p Zm 5 d vl Z sC wv W W V N m O w m 2a1 wlmo2& a n_ v 0 .o 3` q 1: 20951a:u 2 u h DWG tt: SW0002 SHEET: 4 OF 010 SCREW 3/4'MIN. SilverLhnINSTALLATIONIONANCHOR EDGE DISTANCE 2X WOOD BUCK/STUD BY OTHERS I-Anchrsen BY OTHERS f CONCRETE/ MASONRY E SHEET 6 FOR 1/4' MAX CONNECTION DETAILS SHIM SPACE MIN. 3 THREADS CAULK BETWEEN SASH REINFORCING PENETRATION BEYOND CONCRETE/MASONRY ... • • ' •" ' ` SEE SHEET 6 FOR REQUIREMENTS METAL STRUCTURE ^ . W .. •... BY OTHERS SEE GLAZING MIN. 1/2' EDGE Oi57ANCE 1 1/2' MIN. DETAIL SHEET 6 ,. Rwoi+oi EXTERIOR FINISH EMBEDMENT BY OTHERS 1/4• MAX INTERIOR # 10 GR. 5 SELF -TAPPING SCREW Z m ^ PERIMETER SEALANT SHIM SPACE _ INSTALLATION ANCHOR v p 7 a g IBYOTHERS1METALTUBE/STUD OR APPROVED QQ z _N O.A. EXTERIOR / INTERIOR MULLION BY OTHERS, N UNIT / SEE SHEET 1 INSTALLATION W x C u, HEIGHT NOTE 14 y W V N I SEE GLAZING PERIMETER SEALANT 2 < C p DETAIL. SHEET 6 EXTERIOR BY OTHERS M aS., m Wiw,n Saba a F- O 0A I UNIT WIDTH ++ a F HORIZONTAL SECTION p VERTICAL SECTION 5 JAMS -METAL TUBE/STUD OR APPROVED MULLION m 5 HEAD•2XW000BUCK THROUGH FRAME THROUGH FRAME w 5) #14 PANCAKE HEAD 7— SCREWS FROM STRAP TO O aSEEGLAZING'4. FRAME, HOLES PROVIDED 0000 4.0000 DETAIL.F ( Z VSHEEET66 TO ACCOMOOATE 014 OL+. 2.0000 2.0000 O m t EXTERIOR INTERIOR 0.500 F..( 2 ANCHOR STRAP, AT TWIN 6 w V) r- TRIPLE CONFIG. ONLY. SEE w O.A. / PLAN VIEW -ANCHOR STRAP 0.0620 p w UNIT / \) (P/N 50-2995-2)' DETAIL AT 4.0020 HEI6HT ( RIGHT FOR INSTALL REQ. 0• ) .o 1/4• MAX. 2.3750 PERIMETER SEALANT BY OTHERSBY SPACE 0.7500(2) 3.0000(2) 6.0000 INSTALLATION ANCHORS EXTERIOR FINISH 1 1/4• MIN. FROM ANCHOR STRAP TO O °°LL 6. •..2i BY OTHERS °. • ; - EMBEDMENT PLAN VIEW - ANCHOR STRAP (P/N 50-2995.2) OPENING. SEE ANCHOR _ REQUIREMENTS BELOW. PRECAST SILL BY OTHERS 'JfJ•z o d Is 3/16' ITW TAPCON• ° ANCHOR STRAP ANCHORING VIREMENTS: ` INSTALLATION ANCHOR • a •, A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16- ITW TAPCONS I3/4' MINA ° PER STRAP, MIN. 1-1/4' EMBEDMENT, MITL 1-3/4• EDGE DISTANCE. EDGE DISTANCE S. FOR INSTALLATION TO METAL STUD, USE (4) 910 SELF -DRILLING SCREWS, m Hm2GA. 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN, 3/4' EDGE DISTANCE. -" v ' u 2 cC. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN. a o = 2 u Z D1 VERTICAL SECTION 1-1/2•EMBEDMENT. MIN. I"EDGE DISTANCE. O p S SILL- CONCRETE/MASONRY DWG#: THROUGH FRAME _ C `n' D00 2 SHEET: 5 OF 6 INTERIOR INTERIOR SMALL' FRAME 'LARGE' FRAME 0 REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REMF REQUIREMENTS REQUIREMENTS. VERTICAL SECTION rH""\ HORIZONTAL SECTION_ MEETING STILE 6 INTERMEDIATE FRAME MULLION I- ALUMIINUM, SASH RMFORCD46 IS REQUIRED FOR THE FOLLOWING SIZE/RATiN65: 48 X 72. (O/X). DESIGN PRESSURE V. 35 PSF 36 X 84. (O/X), DESIGN PRESSURE •/- 35 PSF 38 X 74. (0/X), DESIGN PRESSURE •/- 50 PSF 38 X 77. (O/X), DESIGN PRESSURE •/• 35 PSF 72 X 84, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 76 X 72. (O/X-O/X). DESIGN PRESSURE •/- 50 PSF 108 X 62. (O/X-O/XO/X). DESIGN PRESSURE •/-50 PSF 108 X 72, (O/X-O/X-O/X), DESIGN PRESSURE •/-50 PSF J C - STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING 15 NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-OIX). DESIGN PRESSURE •/- 35 PSF 0 - STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF NOTE: ALLGLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT F8C AND ASTM E 130D . GLASS LOAD RE5ISTANCE. EXTERIOR / / \ INTERIOR I 0 MIN. GLASS j BITE 1/Y 1/8' SETTING BLOCK U / GLAZING DETAIL I NOTE: LLOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN I• MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX O.C. SPACING SPECIFIED IS NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK 1/4' ITW TAPCON ANCHOR 4• FROM CORNERS 16' MAX O.C. THEREAFTER L 11/4• MIN. EMBEDMENT " r MIN.E06E DISTANCE 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 1 1/2• MIN. EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL Silverljne b AtWer e rig, w'uvfwt Q&lw W—1 aw wLm w ftw uyiOm Yt ym 850L• W d 93 ZZZ lbw C M z .z 2 owc 02& W ~ W C a Lu d Z r P o N6 tt: SWD002 AEET: 6 OF 6 r A\\) BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL19715 Report No. 4875 6th Edition Florida Building Code Method: I — D (Engineering Evaluation) Category: Windows Sub — Category: Single Hung Product: Series 290014900 Single Hung Window Material: PVC Product Dimensions: See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 06/ 14/2017 Contents: Evaluation Report Pages I — 4 Digitally signed by Hermes F. Norero, P.E Reason: I am approving this document Date: 2017.06.14 21:54.09-04'00' O Lei 7 P T T • 44/ sst0NAL ECG'` Hermes o, P.E. Florida No. 73778 A\\, BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Silver Line Building Products Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Method (1)(d) Product Name: Series 2900/4900 Single Hung Window FL#: FL19715 Date: 06/14/2017 Report No: 4875 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method id of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 6`h Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 6` Edition Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 61h Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 r IrIA\\BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#: FL19715 Date: 06/14/2017 Report No: 4875 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association (FBC Organization #: QUA2515). Performance Standards: The product described herein has been tested per: Referenced Data: AAMA/WDMA/CSA 101/l.S.2/A440-08/11 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: B9241.01-109-47 5/18/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D9358.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/05/2015 E5610.01-109-47 3/05/2015 E5611.01-109-47 3/03/2015 E5612.01-109-47 5/07/2015 E7244.01-109-47 6/16/2015 E7250.01-109-47 6/16/2015 E9219.01-109-47 10/21/2015 E9220.01-109-47 10/21/2015 E9223.01-109-47 10/28/2016 2. Quality Assurance Window and Door Manufacturers Association FBC Organization #: QUA2515) 3. PVC profiles meet requirements of WDMA/HaliMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 l`BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: Nailing Fin Installation: FL#: FL19715 Date: 06/14/2017 Report No: 4875 A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 f 1/2/2018 Florida Building Code Online i? wy"fit'; t el RAM BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear, dba r n' Product Approval USER: Public User lS=ra Product Aooroval Menu > Product or Application Search > Application List > Application Detail FL # FL12194-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived O Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden j Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R6 COI ALC15001.3 2017 FBC Evaluation Reoort 04 T4 Soffits final.odf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 112 1 /2/2018 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Florida Building Code Online 09/06/2017 09/06/2017 09/13/2017 12/12/2017 12/15/2017 FL # Model, Number or Name Description. 12194.1, Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: No' FL12194 R6 11 ALC15001.3 2017 FBC Evaluation Report Q4 T Soffits final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports', FL12194 R6 AE ALC15091.3 2017 FBC Evaluation Report Q4 Soffits final.odf Created by Independent Third Party: Yes, Back N` ext' The State of Florida Is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen! under Chapter 455, F.S., please dick brig_ Product Approval Accepts: M ® ®'_ E E Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d . 2/2 CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1. 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the 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 61G20-3 ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0 016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel See Appendix D for dimension drawings Fascia Preformed nominal 0 019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in Min ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 60 Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. PptY • R.%• p/., No 74021 STATE OF Al OR 1.O P•`: CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITAnONs and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6 Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit — 12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit — 16-inch o.c. Fastener Fastener Location Location 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" 04 Soffit — 8-inch o.c. Fastener Location l Fastener Fastener Location l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psD Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x 0 072-inch dia. x min. 3/16 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail t40.0 24-inch o.c. O.C. spaced 36-inch o c. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-2 Max. 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch head diatrip nail spaced 48- 48 64. 2 spaced 24-inch o.c. and securing each panel lap inch o.c. One ( 1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F- 3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch o.c. 0. 072-inch dia. x min. 1/4-inch 48 16- inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001. 3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8 inch head diameter Wood 1/ inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width 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. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min 3/16- 53.3 12-inch spaced max. 8 inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long 16F-3 Max. 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch x 0.072 inch dia. x min. 3/16-inch head dia. trim nail t25.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced 4-inch 0.072-inch diameter 1617-6 16-inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. lap inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 16J-1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. min 1/4-inch head dia. trip 31.4 spaced 24-inch o.c. nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga1/4- One ( 1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0. 072-inch diameter 24F- 1 12- inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min 80/-90 diamond pattern inch x 7d ring One ( 1) min. 1.75-inch inch o.c. 3/ 16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24- inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One ( 1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One ( 1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0. 072-inch diameter 801 24F- 2 12- inch Wood smooth shank rafter with one Wood l eg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/ 16-inch head spaced 16- inch o.c. inch ring shank x 0 072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No. 2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One ( 1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0. 072-inch diameter 80/ 24F- 3 12- inch Masonry inch long T nail rafter with one Wood l eg staple spaced 8 finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch ino. c. 3/16- inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24- inch o.c. finishing nail with min. 3/16- inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga. 1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o c securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o c ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 spaced 8-inch o c. 1) 7d x 2.25- inch o c and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2 25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. '%_ One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown 1-inchx x 0.072-inch diameter 24J-1 12-inch 1) min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. t60 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch O.C. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga1-inch . '/.- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations System No. Installation Detail Min. 3/8" head dia. nail with min. 1W" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with In. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 12F 1 & 12F-3 F" CHANNEL Wood, Concrete or Block wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n' WTM ` SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN 3/4' X 1/4' L IpETAILCROWNSTAPLES1 , USING A DIAMOND trvEa STAPLES PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4- X 1/4' CROWNJTRIMNAJLFACIA BOARD 8' 11-3/4' STAPLE ON CENTER TRIM NAIL P' F' CAPCHANNELCANBEPAINTEDS.S. 48' INSTALLED WITH THE 0 CFASCIA NAILING FLANGE UP OR 3/4- X 1/4- DOWN CROWN STAPLE SOFFIT- max. 12-inch span WOOD SO SUBSTRATE SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER Ur KTVCrJO SOFFIT STAPLE GIST DIAMONDI PATTERN DETAIL FACIA BOARD ' yr Ni LSTAPLESFLES / 3/ 4- X 1/4- CROWN STAPLE -24- ON CENTER USING A OIAMOND PATTERN FASCIA CAP 12J- 1 U. 11RI 3/ 4' X 1/4' CROWN 8' 1-3/4' TRIM NAIL FACIA BOARD CHANNEL 1-3/4' TRIM NAIL STAPLE ON CENTER PAINTED S.S. screwed to soffit with one(1) #8 x PAINTED S.S. 48' FASCIA CAP 1/ 2• x 3/8• head O.C. diameter screw, 3/4' X 1/4' 16• o.c. CROWN STAPLE SOFFrr— max. 12-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001. 3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARDI",- PAINTED s.s. FASCIA CAP SOFFIT 1-4- CROWN STAPLE OPEN RAFTER FASCIA BOARD M Gl 5/r f•N Q 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL F' CHANNEL SOFFIT; MAX. 16- SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. 3/8" head dia. nail with min. 1!:" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM 114 SOFFIT (OVERHANG WIDTH VARIES) 16 F-3 F" CHANNEL Wood, Concrete or Block Wall STAPLE SOFFIT TOzFASCIABOARD #T50 3/8" X 3/8" STAPLE416" 0. C. FASCIA LIP 1/4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Lj ram' `, SOFFIT STAPLE OPEN RAFTER 3/4• x t/a" ; DIAMOND PATTERN DETAILCROWNSTAPLES USING A DIAMOND vw TVMI srAw.es ` PATTERN FACIA BOARD FASCIA CAP 16F-4 3/4• X 1/4' CROWN FACIA BOARD 8' 1-3/4' TRIM NAILr-'F' STAPLE ON CENTER 1-3/4• TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHEQC NAILING FLANGE UP OR 3/4" X 1/4' CROWN STAPLE S0- max. 16-inch span W000 SOFFIT SUBSTRATE SOFFIT &FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I" TRIM NAIL FASCIA BOARD PAINTEU S.S. SOFFIT-1FASCIA CAP SOFFIT 1'af' CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'e}- CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND DETAIL 1617-2 8 PATTERN; REFER To SOFFIT STAPLE 1617-6 DIAMOND PATTERN DETAIL FASCIA CAP; REFER TO SOFFIT 1 FASCIA DETAIL 9- F" CHANNEL--,--" HANNEL SOFFIT; MAX. 16" SPAN WOOD__,--*, SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER L n ` SOFFIT STAPLE olsT I I I JDETAIL DIAMONDI PATTERN FACIA BOARD Suw ES 3/4' X 1/4- CROWN STAPLE -24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 3/4' X 1/4' CROWNCIA 8' 1— CHANNEL BOARD 1-3/4' TRIM NAIL STAPLE ON CENTER 1S.S. PPAINTEDS.S. 48' FASCIA CAP O.C. x t/4' WN STAPLE SOFFR—max. 16-inch span SO WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I' TRIM NAIL FASCIA BOARD PAINTED S.S. 1'.4S CROWN FASCIA CAP STAPLES SOFFIT /— USING A DIAMOND PATTERN; REFER TO 1-4' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F- 1 8 24F- 4 1'.t' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT L FASCIA \ Batten ADETAIL / Nominal ith SYP Battnchored to SOFFIT; MAX. 2C' F-CHANNEL Rat ers rith one Td Ring Shank Nail at W000 SUBSTRATE eery Ralter \ SOFFIT STAPLE DIAMOND PATTERN ALC15OO1.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G2O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix B System No. Installation Detail 1 I' TRIM NAIL FASCIA BOARD PAINTED S.S. 14' SMOOTH SHANKFASCIA CAP ROOF NAILS SOFFIT V 1'4- CROWN STAPLE 1 J' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT b FASCIA 24F-2 & DETAIL 24 F-5 1"d' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL Nom'uul 1"a2' SYP F-CHANNEL Batten Anchored to SOFFIT; MAX. 24" Rat Iert with one 7d Ring Shank Nail at every Rafter MOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TRIM NAIL FASCIA BOARD PAINTED S.S. 14GA T-NAILS FASCIA CAP SOFFIT I'cj' CROWN STAPLE I I' TRIM NAIL FASCIA BOARD PAWTEO S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 Pe' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA DETAILNominal1'ai SYP Batten Anchored to SOFFIT, MAX. 24' F-CHANNEL Rafters rith ane Id Ring Shank Nail al every Rafter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 f' TRIM MAIL FASCIA BOARD PAINTED S.S. 1-sj- CROWN FASCIA CAP STAPLES SOFHT USING A DIAMOND PATTERN; REFER TO CANTILEvERED 1- CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD SOFFIT b FASCIA 1 TRIM NAIL PAINTED S.S. DETAIL 24J-1 & 1-a1- CROWN STAPLE 24J-2 FASCIA CAP: REFER TO SOFfIi 1 FASCIA oo DETALL 8 \ Nominal 1' x 2' SYP batten scabbed between ratter and SOFFIT; MAX. 24' 3/8' J-(NANNEL secured with one (1) 70 nng Ishanknailstraight -nailed through the rafter Into the end WOOD SUBSTRATE or the batten or two (2) 7d ring slunk nails toe-naded on either side of the batten at the battenlrafter Intersection SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5 Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 ' 7. Vu,t is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 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 62.7 50 24.1 28.2 32.8 37.6 42.8 48 3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 4 30 10.8 12.7 14.7. 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 Enclosed 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 295 32.9 36.4 Positive Loads) 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 Enclosed 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 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84 2 93.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 4 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 Enclosed 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 269 30.3 34.0 37.9 42.0 5 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 4 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70 9 79.0 87.6 Negative Loads) 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52 0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 5 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5' 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 4 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 Enclosed 60 20.2 23.7 27.5 316 35.9 40.5 45.4 50.6 56.1 Positive Loads) 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 5 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel 3/4" --- 1/8" HEM T 7 3/4" 3/8' ISOMETRIC VIEW 3/E' PROFILE ISOMETRIC VIEW 3/E' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 7/8" 1/8" HEM 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 0 25' TVP 0,135'TP ALC 15001.3 18" BLANK 3 / 8 PROFILE 21151 PH 0 5P TYP 00000 0000 00000 0000 0000a ooaa FL12194-R6 ALUMINUM COILS, INC Soffits Appendix D Page 3 of 4 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 3 1/8" 7/8" , 3 1/8" 1 7/8" 3 1/8" 1/2" 1/2" 1/2" 1/2" 1/2" 1/8" 1/8" 3/8" z1rsFV oaoo ooaoo aaoo aaooa a000 ALUMINUM COILS, INC Soffits Appendix D END OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 EVALUATION REPORT Manufacturer: Manufacturing Quality Assurance SCOPE ALUMINUM COILS, INC. 5001 West Knox Street Tampa, FL 33634 813)249-9743 www aluminumcoilsinc.com Tampa, FL Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE 6'" EDITION (2017) PRI Construction Materials Technologies (QUA9110) Issued September 1, 2017 Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES iaiity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5 Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Ranels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 inZ/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Ranels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 inZ/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 60 Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. P9Y • R. • p'Qi J*J-'• No 74021 ; X= O.••• STATE OF : 41J: CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-Inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit — 16-inch o.c. Fastener Location l I — Fastener Location 1,l ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location I I - Fastener Fastener Location Xl ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x 0072-inch dia. x min. 3/16- 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail t40.0 24-inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-2 Max. Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 24-inch o.c. and securing each panel lap head diatrip nail spaced 48- 64.2 inch o.c. One ( 1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F- 3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 0. 072-inch dia. x min. 1/4-inch 48 16- inch spaced 8-inch o.c. panel andsecuringeachpanel l lapphead dia. trip nail spaced 48- 64.2 inch o.c. ALC15001. 3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width 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. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced max 0 072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail t25.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0 072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width 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-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1o. ch leg staple spaced 0.072-inch diameter 16F-6 16 inch Wood inch leg staples in diamond pattern Wood panelo.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 16J 1 16-inch Wood crown staples in diamond pattern spaced 24-inch o.c. Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1-inch 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2 25- Wood leg staple spaced 8- finishing nail with min. 80/-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga1/4- One ( 1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch. 0. 072-inch diameter 80/ 24F- 2 12- inch Wood smooth shank rafter with one Wood le g staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/ 16-inch head spaced 16- inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No. 2 SYP 12-inch o.c. securing One (1) 18 ga1/4- One (1) min. 1.75-inch x Max. One ( 1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch. 0.072-inch diameter 80/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood le g staple spaced 8- finishing nail with min. 76.6 spaced 8- inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o. c. 3/16- inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24- inch o.c finishing nail with min. 3/16- inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in min. ch each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern ininx 7d ring dng inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One ( 1) min. 1.75-inch each panel lap 16-inch o.c. 24- inch o.c. x 0.072-inch diameter finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One ( 1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F- 5 16- inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16- inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC15001. 3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 16-inch spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2 25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga.'/.- One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood lleg staple spaced finishing nail with min. 60 ininch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga. 1 /4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga. '/. anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min 53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d ring shank nails toe- One (1) min. 1.75- securing each panel 3/16-inch head spaced 16-inch o.c. shank nail 24-inch o.c. inch o.c. nailed on either side inch x 0.072-inch lap of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail Min. 3/8" head dia nail with min. IV' engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM 12F-1 & \— SOFFIT (OVERHANG WIDTH VARIES) 12F-3\—"F" CHANNEL woos. Con"... or Block w FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. S.S ,, . 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail SOFFIT STAPLE OPEN RAFTER 3/4" x 1/4• DIAMOND PATTERN DETAILEirCROWNSTAPLES USING A DIAMOND 1 _j KT`'/ srs i PATTERN FACIA BOARD FASCIA CAP 12 F-2 3/4' X 1/4" CROWN FACIA BOARD 8" 1-3/4" TRIM NAIL7:'F' STAPLE ON CENTER 1-3/4" TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR3/4" X 1/4" DOWN CROWN STAPLE SOFFIT —max. 12-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 12J-1 OPEN RAFTER 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN u J—CHANNEL 1-3/4- TRIM NA1' acrewed to soffit PAINTED S.S. 48' with one(11 #8 x 1/2" x 3/8- head O.C. diameter screw, 16" O.C. SOFFIT —max. 12-inch apart WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B n ` SOFFIT STAPLE DIAMOND PATTERN FACIA BOARD 1` L SD I DETAIL T ASCIA CAP 3/4- X 1/4- CROWN M NAIL1-3/4' TRIMSTAPLE '8' ON CENTER PAINTED RI SOFFIT FACIA BOARD FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I!- TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1-4' CROWN STAPLE OPEN RAFTER FASCIA BOARD II EJ 5/r T-Nd 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT & FASCIA F' CHANNEL DETAIL SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail Min. 3/8" head dia. nail with min. I'/" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 I I I I \—"F" CHANNEL Wood, Concrete or Block W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. L—PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Lj s KTWM `, SOFFIT STAPLE OPEN RAFTER 3/4" x 1/4• ; ; DIAMOND PATTERN El ;DETAILCROWNSTAPLES USING A DIAMOND 1 -s' KTVCDCr sr. w.ES PATTERN FACIA BOARD FASCIA CAP 16F- 4 FACIA BOARD 1 3/ 4" X 1/4" CROWNJS.S. 8" STAPLEON CENTER 1- 3/4" TRIM NAIL P"F" CHANNEL CAN BE PAINTED S.S. 48"INSTALLED WITH THE FASCW CAP O. C. NAILING FLANGE UP OR 3/4" X 1/4" CROWN STAPLE SOFFIT- max. 16-inch span SI SWUBSTRATE SOFFIT & FASCIA D ETAI L ALC15001. 3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I" TRIM NAIL FASCIA BOARD PAINTED S.S. CAP SOFFIT -] FASCIA SOFFIT 1"x{' CROWN STAPLE OPEN RAFTER FASCIA BOARD 1"4' CROWN STAPLES SOFFIT &FASCIA USING A DIAMOND DETAIL 1617-2 & PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL CAP: REFER TO SO / \ TO SOFFIT i FASCIA DETAIL 9 F' CHANNEL--'--.' HANNEL SOFFIT. MAX. 16' SPAN SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER SOFFIT STAPLE DIST I STAPLES I DIAMOND PATTERN DETAILElFACIABOARD 1 r ¢TVEEN i STAPLES i 3/4' X 1/4' CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 3/4' X 1/4' CROWN STAPLE '8' ON CENTER 1-3/4' TRIM NAIL FACIA BOARD CHANNEL 1-3/4' TRIM NAIL PAINTEO S.S. PAINTED S.S. 48' FASCIA CAP O.C. 3/4' X 1/4- CROWN STAPLE SOFFR—max. 16-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 TRIM NAIL FASCIA BOARD PAINTED S.S. 1'a{' CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN, REFER TO 1-.1' CROWN STAPLE SOFFIT STAPLE DIAMOND PA77ERN DETAIL I TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 I'.J' CROWN STAPLE FASCIA CAP; REFER / 70 SOFFIT i FASCIA \ DETAIL Nominal I SYP I I I 3 91 Batten Anchored to SOFFIT; MAX. 24' ith DE I I lF-CXANNEL Rafters rilh one 70 Ring Shank Nail at eery Ratter MOOD SUBSTRATE \ SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J' TRIM NAIL FASCIA BOARD PAINTED S.S. 14' SMOOTH SHANK - ROOF NAILS FASCIA CAP SOFFIT 1'a' CROWN STAPLE I TRIM NAIL PAINTED S.S. FASCIA BOARD SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 11 CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL Nominal 11a2' SYP Batten Anchored to SOFFIT; MAX. 24' F-CHANNEL Rafters with one 7d Ring Shank Nail at every Rafter WOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t" TRW NAIL FASCIA BOARD PAINTED S.S. 14GA i" T-NAILS FASCIA CAP SOFFIT I".1" CROWN STAPLE 1 I" TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 I"q" CROWN STAPLE FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL Nominal 1"a2" SYP F-CHANNEL Batten Anchored to SOFFIT; MAX. 24' Rafters vilh an* 7d Ring Shank Nail at every Rafter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I- TRIM NAIL FASCIA BOARD PAINTED S.S. I'.J' CROWN FASCIA GP STAPLES USI46 A DIAMOND SOFFIT PATTERN; REFER TO 1' -CROWN STAPLE SOFFIT STAPLE CANTILEVERED DIAMOND PATTERN RAFTER OETA0. FASCIA BOARD I TRIM NAIL SOFFIT & FASCIA PAwr(D s.s. DETAIL 24J-1 & I'Yj' CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL / \ Ntaninal 1' x 2' sYP batters 9 scabbed between afters and SOFFIT; MAX.2l' securedur I 3/8'11-CHANNEL secured wM one (t) 7tl ring ITshanknailstralgnl-nailetl through the rafter Into the end WOOD SUBSTRATE of the batten or two (2) To \ — Mg sttank nails toe-nadetl on either side of the battern at the banenlratler intersection / SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, ll, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 604 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V,,,t is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller. but not less than either 4% of the least horizontal dimension or 34 ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR hofft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46 8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 40 18.3 21.5 24.9 28.6 32.5 1 -36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 20 20.8 24.4 28.3. 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 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 7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 Enclosed 4 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 325 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ACREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean Roof Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 Enclosed 4 40 25.0 29.4 34.1 39.1 44.5 50.2 1 -56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65 8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 5 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 4 40 16.0 18.8 218 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 337 37.8 42.1 46.7 Enclosed 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 363 40.3 30 15.1 177 20.6 23.6 26.9 30.3 34.0 37.9 42.0 5 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 4 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70 0 77.5 40 1 -29.4 34.5 40.0 45.9 52.2 1 -58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 1 -77.5 86.4 95.7 5 40 36.2 42 5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 514 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 4 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 230 26.7 30.6 34.8 39.3 44.1 49.1 54.4 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 5 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" -L 3/8" J-Channel 3/4" 1/6" HEM T -T 3/4" 3/8' ISOMETRIC VIEW 3/8' PROFILE ISOMETRIC VIEW 3/8' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 7/8„ 1/8" HEM E 1/4" T 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit O SS TW OAM-Tw 18' BLANK 3 / 8 PROFILE 2 1751 PH o sP Tw 00000 000 00000 ooa 00000 oaoo ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 3 1/8" 3/4" 7/8" _ i _ 3 1/8" 1 7/8" _ 1 _ 3 1/ 1/2" EJ/8. 1/2" 1/2" 1/r 1/1" o n• TYP o 1as nP 13.75" BLANK 3/8" PROFILE 2.1 W REF o 0000 ooao a000a 0000 ALUMINUM COILS, INC Soffits Appendix D END OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1/2/2018 Florida Building Code Online Business 8 Professional Regulation BCIS Home ' Log In I User Registration I Hot Topics I Submit Surcharge ' Stats & Facts I Publications ' FBC Staff ; BCIS Site Map Links I Sear. d da QjF19 Product Approval 1 / USER: Public User s yy`!r'>' Product Aooroval Menu > Product or Aoolication Search > Aoolication List > Application Detail FL # FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived _ Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harner mark.d.harner@saint-gobain.com Technical Representative Mark D. 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 the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE V. Validation Checklist - Hardcopy Received Certificate of Independence FL5444 R12 COI 2017 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard Year ASTM D3161 2016 ASTM D3462 2010 ASTM D7158 2011 Equivalence of Product Standards Certified By Sections from the Code I Product Approval Method Method 1 Option D file:///C./Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%2OCode%200nline.html 1/2 1/2/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not ME supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen: under Chapter 455, F.S., please dick here_. Product Approval Accepts: LMM®aml x rile:!//C:/Users/ERappoldlDesktop/2017%20PRODUCT%20APPROVAUFlorida%2OBuilding%2OCode%200nline.html 2/2 QOTRINITYIERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization N9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 CertainTeed Corporation Evaluation Report 3532.09.05-1113 20 Moores Road FL5444-R12 Malvern, PA 19355 Date of Issuance: 09/22/2005 610) 651-5847 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6`h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: tom Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4 ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/05/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. UTRINITY I ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 61h Edition (2017) Florida Building Code and 61h Edition 2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL(TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM 03161 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 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 IOCA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC ( TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC ( TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC(TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, I. I.C. Evaluation Report 3532.09.05-R33 Certificate of Authorization 09503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/OS/2017 Page 2 of 12 QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20—, XTM' 25, XTTM' 30 and XT'" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont®, Belmont• IR, Carriage House Shangle®, Grand Manor Shangle®, Landmark'", Landmark" IR, Landmark' Pro, Landmark'" Premium, Landmark' TL, Landmark'" Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake'" IR, Presidential Shake TLTM 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 RidgeTM, Cedar Crest', Cedar Crest— IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones UP to V,Sd = 150 mph (V, t = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to Vasd = 150 mph (V,,,t = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris") exceeds the calculated uplift force (FT) at a maximum design wind speed Of V.,d = 150 mph (Va,t = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1113 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/Z017 Page 3 of 12 TRINITY I ERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. 6.4 CT2V'' T"=25<XTI".3U-XT`"-301Fi` ,;:,,.i: ,': rti: ;. = `•; ' ;•, ?r''; „, J h1I I. ' LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12" 12" f —(305 mm)--f--(305 rtm)— —(305 nm)--{ Cl"mm) Se lanl 1"(25mm)- 5 5/s" (145 mmr12•,loi Abi"v Plant METRIC — 13V9" 13Va" — 131/a" 1"(25mm) Sealant tv. (25 mm)- 6 fa., T Figure 11-3: Use four nails for eeer), fidl sbingle. Use four nails and six spots of asphalt roofing cement* for every full shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4536 T)pe II Is suggested. I• - - Rooling Cement _i Apply 1" (25 mn) spots of asphall fooling cement under each tab Corner Figure 11-4: Usejour nails andsir spots ojasplalt cvnent on steep slopes CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.4.1 Hip & Ridge for CT20m, XTTm 25, XT' 30, XT' 30 IR: Cut Shingles 25'MM) 2" (50 mm) Removey dQF 1j I12.. Cap 4305 m} Shingle Figure 11-24.- Cut tabs, then Min bru:k to make rap sbinglexs Englisb dimensions swum). 12"( 305mm)r Eas e 125Minn) 5SI4 SCOW l Figum 11.25: installation ojcaps along the hips and ridges. 6. 4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NPJTM" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization a9S03 6T" EDITION (2017) FBC NON-HVH2 EVALUATION FL5444-11112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 4 of 12 QOTRINITYIERD 6.5 is..nlarwlE•, LOW AND STANDARD SLOPE STEEP SLOPE Use SIX n:dls for even' full shingle located as shown helots. Use SIX nwls and FOUR spots of asphalt roofing cement for every full shingle as shown below. Apply asphalt roofing cement 1 "(25 mm) from edge of shingle.:\>phalt roofing cement meeting ASI'M D 4586 71pe II is suggested. 1' (25 mm) t' (25 mm) Nzil Lim Ntil I' 125 mm) Nml Llne Figure 2. Use six nails for ecerr jtll shingle LLLL G Figuro j: Use six nails and fiurr spas of usphalt rwyli @ cement nn steep slopes. 6.5.1 Hip & Ridge for Arcadia': Cedar Crest•", Cedar Crestm IR Use two (2), minimum 1Y..-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum Y..-inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic® NP1 " adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. 203 mrn) (305 (TIm) re r 1 `16 mm Hand -sealing adhesive 4" 1/4" - 3/4" 1 I-- 1" Dab of asphalt cement between shingle layers 1" Exterior Research and Design, U.C. Evaluation Report 3532.09.05-1113 Certificate of Authorizotion #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-S847 Revision 13: 09/05/2017 Page 5 of 12 VTRINI-TYIERD 6.6 BELMONT®:OR'B,ELIVION'OIR: ` ' "; ): sao ;'; _•' = i 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 cement" for every full located as shown below. Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. y YT(16mm) WIM NOIN, 9EPA, MillP00100110 a o Additional rails i) required. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. 101 010 0000 500'*'0004i, A. I' (25 mm) Rooting Cemenl 6.6.1 Hip & Ridge for Belmont® or Belmont® IR: 6.6.1.1 Option 1: For Belmont®, refer to instructions herein for Cedar Crest"" or Cedar Crest" IR hip and ridge shingles. For Belmont* IR, refer to instructions herein for Cedar Crest— IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont*: Shangle* Ridge Figure 17-18: Sbangle• Ridge. 8• Exposure Remove tape from the right side 1 ; g•` I and Casten r 1I SECOND theFasten left side 85/8* RIGHT FIRST LEFT Figure 17-19: Inslallalion ofSbaugle® Ridge sbingles on bips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic* NP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 6 of 12 QOTRINrryIERD 6.7 CARRIAGElHOUSE'SHANGLEV,AND GRAND'MANOR SHANGLE®' YRR !r Me+++_, n -./Ltt•r^;SM - A,, LOW AND STEEP SLOPE 6.7.1 6.8 STANDARD SLOPE Ilse five nails for every full Shanglc. 518" 16 rem) 25 mm) SB18- 220 awn) i Figure 17-1 lise fit na& for etvn, fldl Grand Martor.Sbangle. Carriage. House Sbangle. or renlennial Slate. Ilse seven nails and Ihme spots of asphah roofing cement for every full Grand .Manor Shangle. Ilse five nails and three spots of asphalt roofing cement for every fill Carriage (louse Shangle and Cemennial Slaic. Apply a phah roofing cement 1' (25 non) from edge of shingle Figure 17.5). Asphalt roofing cement ntceling ASTM 04586111w II is suggested. L F- 5/8" 16 mm)I I•' 25 mm) 1" MM) 220 mm) F(eure 17.5. When installing Grand ,llanar SixtrgIes on steep sioprs. use seven nails and ibme spots ofmpbalt roofing cement. Hip & Ridge for & for Carriage House Shanele® and Grand Manor Shangle: Shanele® and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles 9t 1 TM 71A T' M - 'r:.; *„,t,(tlri+ rw. ''.-r(S:'j —1'v 'Tir 1' LANDMARK , LAN[MARK, IR, LANDMARK PRO;,LANDMARKS PREMIUM,•LANDMARK TL, LANDMARK, SOLARIS, LANDMARK'=" 'SOLARIS IR, NORTHG`ATE.' .: ° ;,3 _r•.ej;''}, }_ 11 r. r+r,iT' yj+' - pa• d.- . 'iri- Pl . r• ., t, LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 17. 1--(305 mm)-- --(375 mm)-- --(305 mm)-H a oarss+ rrr:aaw+raa r o:ro.or l" (25 rem) Rdea a Tape 1" (25 mm)—I -- I,n. NailableT Area LANDMARK TL NorthGate: 13W 13" 131/2'• 1--(343 mm)----(330 min)-- --(343 mm)—1 1"(25mm) 1"(25mm)--I - 7/Z affA Figure 13-4. Use four nails for erer)- frdl sbingle. WIDE tNLIM1O 1r 14 3/4' 1r AREA I+ (305 rem) — -- (375 rem) + (305 men) -_1 t;ailry ! irr r~ f 1' (25 mml Upper nal Ino (25 rem)—+ awernelIne Nanny areas for low and standard slopes (from ,112 to 21:12) Nal between upper d bner Ines as shmvn above. Exterior Research and Design, LLC. Certificate of Authorization #9S03 6T" EDITION (2017) FBC NON-HVH2 EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 3532.09.05-1113 FL5444-R12 Revision 13: 09/05/2017 Page 7 of 12 STEEP SLOPE Use six nails and four spots of asphah roofin- centem for cvcry full laminated shingle. Sce below. Asphalt roofing cement should meet A5TN1 D45861),pe it. %ppl), I' spots of asphalt roofing cement unde each corner and :it about 12" to 13" in from each edge. METRIC DIMENSIONS I12"— 305 mm) 143/4" 375 mm) 1 —12"-- 305 mm) bFuraff 1"(25mm) Release Tape 2a"essa o 1"(25mm) -- Nail Area 1' For SteepT 25mm) `---- ( 25mm; I Roolina Cement QOTRINITYIERD LANDMARK TL L- 131/2" 0 i. 131/ 2 343 mm) (33mm) (343 mm) 1 "(25 mm) 1 "(25 mm)— I I I Figure 13- 5' Use skv nails ar0four spots of aspbali roofing cement on steep slopes NorthGate: STEEP 12" 14-3/4" 12" SLOPE I---( 305 mm)-- (375 mrmr——(305 mm)-i NAILING Nailinrmits AREA ( t1'(25 mm) betwee%t m,,ier 1•(25 mm)— nat ones. Nailing areas for steep slopes (greater than 21:12) and "Storm - Nailing" Nail between lower 2 nail lines as shown above. 6.8. 1 Hip & Ridge for Landmark'", Landmarkm IR, Landmark— Pro, Landmark'" Premium, Landmark" TL, Landmark' Solaris, Landmark— Solaris IR, NorthGate: 6.8. 1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' 97B' 305mm) I ( 250mm) 6, 6 ..- 415/16' I 415/1fi 150mm) (15Omm) ( 125mm) I ( 125mm) t I Notch for Notch for Centering Centering 12' . j 131/4' j 7 305mm) Natchesfor Alignment to 7 (337mm) Notches for Alignmerd to 75/8' the Top Edge of the Previous (180 m) the Top Edge of the Previous (196mm) Cap for 5' (125mm) Exposure Cap for SSB' (141 mm) Exposure English Dimension Metric Dimension Shadow Ridge— Shadow Ridge - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization tt9Se3 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 8 of 12 r 13 1/4' 337 mm) 9 27/37 250 mm) 4,5/1G t25mm) NorthGate Ridge QOTRINITYIERD 13 1/8" 168 ( 333 mm)— mmmm)) (168 mmm m) 1 / Centering 7 518' 131/4' Notch 194 mm) 337 m) Ahgn these 1 7 5/ 8' notches to to (19I i edgeofpmm) previous course. NorthGate Accessory t 2- 305m Laying Notch I igwe 13- 20: Use krying nokb s to center sbingtet on bips and ridges, and to locate The corn l exposure. 6.8. 1.2 For ASTM D3161, Class F performance use BASF "Sonolastico NP1—" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8. 1.3 Option 2: Refer to instructions herein for Cedar Crest', Cedar Crest`" IR hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization N9S03 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/OS/2017 Page 9 of 12 TRINITYJERD 3 r" h'!'fiS r,?. raw s" - , ,» -ds.k Yl„J•-,crni 6.9 P,RESIDENTIAL'SHAKE :,'PRESIDENTl"HAKE - IR, PRE5ibE' '1AL+SHAKETL , PRESIDENTIALSOLARIS,..i LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five nails for each hill Presidential For steep slopes, use nine nails for each full Presidential shingle and shingle as shown below. apply I' di:uueter spots of asphalt roofing cement under each shingle tab. liter appl)ing.5 nails in between the naWng guide lines, apply 4 nalls 1" Nadine 40" above lab cutouts making certain labs of overl)tng shingle coa:r nails. Guide Lines (1016 mm) 5 114' — 133 ntm) . • 1 14 1/4" 1112' Tm) ( 362 frlm)' 1 T NOTE: Apply nails on painted guideline. Figllro 16.6.• Fastening Pracidenhal and Presidential TL Sbabe V diameter asphalt rooting cement shingles on loin and standard slopes, Figure 16.7: Fastening Presi&mtial and Prtsidential T/L Sbake shingles on steep slopes. 6.9.1 Hip & Ridge for Presidential Shake', Presidential Shake'" IR, Presidential Shake TLI, Presidential Solarlsl: 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 hvo 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 "Sonolastic® NP1" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest`" IR hip and ridge shingles. 6.10 ,HATTER'AS'":y'j t. ''.5X1 s'd@ xigR1.`•'A'VX), u-4Aaa<rt'f: .h•:? - `-k:+ltley :i;-:1 - f.N LOW, STANDARD AND STEEP SLOPE: 9 —gro,n mm,lxui mmt I" I" r- (25 — — __ (25 mm) gym) L—L-LRooting domenl I I I I Fflum 15. 1: Farleuioj 11afrems.01ngtes ou .Verp.VojW For steep slopes, use Me nails and eagtu spas of asphalt roofing Figure 15-3: 1'nsleuing 11auems.Vbhg1rs on cement for each full Ilauems shingle as shaam abo%e. Apply I' Lord and Standard Vojx's (15mm) diameter sp u4s of roofing cement (,UTm D 4596 T)Te II For lose and standard slopes, use fire nails for etch full suggested) under each tab corner. Press shingle Into phce; do not Ilauents shingle as slxm•n atbose. c%pxssc Cement. CAtrr10N: Too much roofing cement can Cause Shingles to bfisier. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13 Certificate of Authorization a9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 10 of 12 l TRINITY I ERD 6.10.1 Hip & Ridge for Hatteras": 6.10.1.1 Option 1: Accessory for Hatteras t III 1 2 Figure 15-14.• 18 tbree-piece units separate to !!rake 54 Hatteras Accessory sbingles. 6.10.1.2 Option 2: Cut Hatteras Shingles 9„— 230 mm) I I I s\ems 8•• 18 (460 mm) Fgotiti y---I--- 18" 460mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle Figure 15-20: Cut Hatteras sbingles to make cover cap. Figure 15-21: Installation of caps along bips and ridges. 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 LOW AND STANDARD SLOPE: r wM--r- Tslx rr='.". 9X naN (M1ro nrvlf ,•(25 mm) ir,gietl ow cwty aAOW a C,am). Flgurr. 11-3: Usa Fff nails for etvY3, lbgb1and $lata sbtngla STEEP SLOPE: Use FIVE nulls and EIGHT spots of asphalt roofing cement for each full Highland Slate shingle. For Maml-Dade, SIX rails are required. Apply r diameter spots of asphalt roofing cement under each tab corner. Asphalt roofing cement meeting ASTM D4586 ape II is suggested. j' owT) I moat 7 maT)'j RsRm) Rimml - s 13a• Mw,iDuupurn ,• RSmm) a 7 mm) inshNe ou or u ~ OAoLd a dK — — Rnoffnq Canerd Flgurrt / 1.34• Use F1VN naUs and eigbi apnls efasplxdl roofing mwwp1 urvbtr twb lab coma. CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.11.1 Hip & Ridge for Highland Slate—, Highland Slate' IR: Refer to instructions herein for Cedar CrestTM, Cedar CrestTM IR or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization a9503 6'" EDITION (2017) FBC NON-HVH2 EVALUATION F1.5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 11 of 12 6.12 LOW AND STANDARD SLOPE Use FOUR nails for every full shingle located as showro helo%v. Sealant I (25mm) j j 1'(25rr}+: 156mm) 3D.:rl 1113 mml la`D mm) l TRINITY I ERD STEEP SLOPE Use I (1CR nail% and four slots of sph:dl roofing cement for even' full shingle :Ls shown hclow. Asph;dl roofing cemeni niccling A5EN1 MiM T% )e II is suggested. Appl}' 1'(25 ntm) slots of asph:dt noting cent III :u shown. CAUTION: Exctwivc use of nwruig centen( can cau%e shing6 to bli%ter. I56mmj ( Tj Raaling Cement weL) ` Im zl 'f' (^) 6.12.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR, Shadow Ridge'", NorthGate or Shangle RidgeTM' hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R13 Certificate oJAuthoriration #9503 61" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 12 of 12 F 1 /2/2018 Florida Building Code Online BCIS Home I Log In User Registration I Hot Topics Submit Surcharge I Stats & Facts I Publications FBC Staff I BCIS Site Map Links I Sear. Florida maso Product Approval yr arteaa USER: Public User iw Ana Product Approval Menu > Product or Application Search > Aoolication List > Application Detail FL # FL12328-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri_eden@tamko.com Authorized Signature Kern Eden kerri_eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden 71 Validation Checklist - Hardcopy Received Certificate of Independence FL12328 R8 COI TBP14001.4 2017 FBC Eval Report TAMKO Underlavmen final.odf Referenced Standard and Year (of Standard) Standard ASTM D1970 ASTM D226 ASTM D4869 ASTM D6380 TAS 103 Equivalence of Product Standards Certified By Sections from the Code Year 2015 2009 2016 2003 1995 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtF2AezuarjgOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 1/3 1 /2/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/05/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/20/2017 Date Approved 12/12/2017 Summary of Products _J FL # Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 fI TBP14001.4 2017 FBC Eval Report TAMKO Underlayments f[nal.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.Ddf Created by Independent Third Party: Yes 12328.2 ASTM Tile Underlayment Coated organic underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIZ328 R8 II TBP14001.4 2017 FBC Eva[ Report TAMKO Underlayments final.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.Ddf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odf Created by Independent Third Party: Yes 12328.4 Moisture Guard A self -adhering modified bitumen underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments f[nal.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odf 12328.5 No. 15 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.Ddf Created by Independent Third Party: Yes No. 12328.E 15 ULr1228. organicsaturatedorgac felt Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 11 TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.Ddf Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtF2AezuarjgOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 2/3 CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417) 624-6644 http://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813)480-3421 FLORIDA BUILDING CODE, 6T" EDITION (2017) Issued October 19, 2017 TAMKO@ ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO@ ASTM Tile Underlayment TAMKO@ Master Smooth TAMKO@ Moisture Guard@ TAMKO@ No. 15 ASTM Asphalt Saturated Organic Felt TAMKO@ No. 15 UL Asphalt Saturated Organic Felt TAMKO@ No. 30 ASTM Asphalt Saturated Organic Felt TAMKO@ No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKO@ TW Metal and Self -adhered, Flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO@ TW Self -adhered, Flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO@) TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKOO TW Metal and Tile Underlayment and TAMKOO TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKO@ Moisture Guard(@ shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKO® ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKO@ TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKO@ ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKO@ ASTM Tile Underlayment N N N N N Y TAMKO@ Master Smooth Y' N N N N N TAMKO@ Moisture Guard@ Y N N N N N TAMKO@ No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKO(D No. 15 UL Asphalt Y Y Y YZ Y N Saturated Organic Felt TAMKO@ No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO@ No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKO@ TW Metal and Tile Y Y N N N Y Underlayment TAMKO@ TW Underlayment Y Y N N N N TAMKO(D TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E have demonstrated compliance with the Florida Building Code, 60 Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. r,r,ttlrlrrii aY R. No 74021 STATE OF :W CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R Priest, RE does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK Certificate of Authorization bur 29824 17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6T" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 http://www.tamko com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKOO ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM Tile Underlayment TAMKO® Master Smooth TAMKO® Moisture Guard® TAMKOO No. 15 ASTM Asphalt Saturated Organic Felt TAMKOO No. 15 UL Asphalt Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt TAMKOO No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKOO TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO@ TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKOG TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKOG TW Metal and Tile Underlayment and TAMKOG TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOG Moisture Guard(D shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKOG ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKOG TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering undedayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKOG ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKOG ASTM Tile N N N N N Y Underlayment TAMKOG Master Smooth Y' N N N N N TAMKOG Moisture Guard® Y N N N N N TAMKOG No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKOG No. 15 UL Asphalt Y Y Y Yz Y N Saturated Organic Felt TAMKOG No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOG No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKOG TW Metal and Tile Y Y N N N Y Underlayment TAMKOO TIN Underlayment Y Y N N N N TAMKO(& TAM -FELT Y N N N N N Notes 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-OIREV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CAl2269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. ttt%jjilrtriii i 0 R`t R, QG•',C•E•NSF No 74021 BIZ: STATE OF ' W i Cis • C R O , . • ` CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. / i 1/2/2 018 Florida Building Code Online 1, i 4Ll!J JlM1 7b7 C!7 o o o o BCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear Florida b r ,7 product Approval 7 USER: Public User Product Approval Menu > Product or Aoollcatlon Search > Anolication List > Application Detail FL # FL3792-R10 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lomanco, Inc 2101 West Main Street Jacksonville, AR 72076 501)982-6511 acarter@lomanco.com Andrew Carter acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext 361 acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext6163 acarter@lomanco.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Miami -Dade TAS 100 (A) Year 1995 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with t new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method 1 Option A Date Submitted 11/08/2017 https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVjdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 1/3 1 /2/2018 Florida Building Code Online n Date Validated 11/08/2017 Date Pending FBC Approval Date Approved 11/12/2017 Summary of Products - - ^— --- - - - --- ---------- — — — 1 FL # Model, Number or Name Description 3792.1 135 Roof Louver Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be Certification Agency Certificate FL3792 R10 C CAC Lomanco 135-2000 - NOA 16051025.odf Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports 13792.2 1730 Roof Louver I Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be Installed on roof mean, heights greater than 33 feet. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.4 1770 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable buiding code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.5 1770D Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Th Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.odl Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NO_ A 160_510. 28.pdf Created by Independent Third Party: Yes, Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.od1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R30 II Lomanco 700 Series - NOA 16051028.2df Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.od1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.p_df Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC NOA 15-0709.09.odf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 R10 II NOA 15-0709.09.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE NOA 15-0709.09.odf Created by Independent Third Party: Yes Back Next The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement https://floridabuilding.org/pr/pr app_dtl.aspx?param--wGEVXQwtDgsFgPhXouzz9PGbeVdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 2/3 MIAMI'M DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. Ay%A_ NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Aeency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area:, Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut.to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply %" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: Refer to applicable Building Code for required ventilation. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A MF Mm M= ME 700 SERIES LOUVERED ROOF VENT WMIAMI-DADE CONOA No.: 16-0510.28 g- jimomilma Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF DETAIL B 750 SERIES LOUVERED ROOF VENT 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF %SO FASTF.NF.R NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C I 750-S SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 T DETAIL D 2 3.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 1 4,IP NOA No.: 16-0510.28 MIAMI•DAD; COUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMbrMIS QAOE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economv This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Aeency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: - Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf ' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply %2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-5, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A 4-- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 M m M PAZ = 700 SERIES LOWERED ROOF VENT M m M PAZ = 700 SERIES LOWERED ROOF VENT DETAIL B 750 SERIES LOUVERED ROOF VENT I 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF %SO FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 4 DETAIL C 750-S SERIES LOWERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 b 152.33 I _. DETAIL D 711T.Jti --- j T. J 11 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE ir 4,91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMI- DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NO Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shal l be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. AY4 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1 %4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf" cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply''/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 W.M. MES M.. I m M ME" =0 700 SERIES LOUVERED ROOF VENT W.M. MES M.. I m M ME" =0 700 SERIES LOUVERED ROOF VENT DETAIL B L`1.'J'ti a 750 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF %SO FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C ice= 16-GO 750-S SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D i 1 .jv 3", - r --' rn 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE f i I 4,b 1 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 w i`'`''..-';.5%c «z-r}T;»y ri :_> J- . w..-r=r=,: ;"'=} '-...•'_S-v-''--`^s_: v'.`'>•,..,-. . Y: _ - 1 '-Y 1 - - __ .,: r"y.:ri•F=,r z r.,.•, y'._:_ __ _ =-_ .' _ fir_,,.,-.`,--: T' _' _ fi` Y<;i:PIO,IC'G_9p RiM,' ^A "•=•: . u.F•,>t-.•._:.•;^?'ii`=' ,q,<:,. ),_ y _ { iG.: s.,;t?•.•i-c..r-. IM NM - '„,!_ 3-: t . z- 4 -; - a.lf-'t 6ll x](j•. i;:K-^f4`,"--+,;i., y',-,y',-¢;',.'y`9 I "'''--,',.,V[••J Fr .. zY-_=e.'%' a-_ .J _ - - - ti'•,s., x,D F,it;NQNE•'69U[DQFq 9s(+R DIV3SiOH9-;CDNLGCT DDPR BCIS Home Log In User Registration Hot Topics Submit Surcharge St.ts & Facts Publications FBC Staff BCIS Site Map Unks Search Vr 4N .9 Product Approval ApprovalProductSeLis > Application Detail arch > Apolicatlon ti OFF7CEOF:11fE< _° O Application Type Revision Version 2017 Application ApprovedDBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer CAST-CRETE USA, Inc. Address/ Phone/Email PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext128 cpa rrino@castcrete:com Authorized Signature Craig Parrino cparrino@castcrete. com Technical Representative Craig Parrino Address/ Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@castcrete. com Quality Assurance Representative Craig Parrino Address/ Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@castcrete. com Category. Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year ACI318 2014 TMS 402 2016 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/18/2017 Date Validated 11/14/2017 Date Pending FBC Approval Date Approved 11/21/2017 Summary of Productsr 1 FL # Model, Number or Name Description 158.1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL158 R10 C CAC NOA 17-0821.18.odf Approved for use outside HVHZ: Yes FL158 R10 C CAC NOA 17-0821.19.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load FL158 R10 II NOA 17-0821.18.0f FL158 R10 II NOA 17-0821.19.adf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Oack rEoxt Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic 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 emalis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here. Product Approval Accepts:. dBM Credit Card Safe MIAMI'DADE MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONONVITC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADIVIINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315- 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE ( NOA) tivww.miamidaae.uovAconomy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the A -U (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 914-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 17- 0821.18 MIAMIt ADEGOUNTY Expiration Date: 09/11/2018 BMW Approval Date: 09/28/2017 0q / Z 817ol7 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details`, sheet] of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24 2003, last revision #1 dated April28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404-4, dated 04110103, signed and sealed by Christopher A. Ham7on, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Pm•rino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality Systen:'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed .Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drmi,ing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables"' sheets 1 through 3 of 3, prepared by Craig-Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mirnni-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 1) 4—,,, ot4 elmy A. Makar, Y.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Datc: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD461 Z titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing A%. 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 Allarch 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS L None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mian:i-Dade County Department ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1, Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certng compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. E. CALCULATIONS 1. None. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resow-ces (RER). MATERIAL CERTIFICATIONS 1. None. E - 2 A-1-25 d. &Li4lz elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014 pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulator y and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTIIER - 1. Letter front Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida .Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. a' He A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 74R® HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPE nTETYPOy` 0 S Ie- l 1 R/•rLr,HlflJ 41' SOLID LINTEL nATA TARIF taSilk}l..JfllGtJl, r CSiltiT+• r. s r$FirtlJJlllSr•SGa m®l lr rn a C©i A" PRECAST U-LINTEL DATA TABLE UJIM a. lfilv Tr.1E F1c'EL]®ISO Iaea+auarra rr+arrr..e afa a I flrnreus::.I rca 7 zrmf't v o tT.L7Pd'iC/40, Q:D'f f Ft fZ3f4i7 Fidr l7F'•T•7 i f Lt]Si'.1 Pd C7F3rLC1 i''i rfG•9r0 rasares sar.:Inassr.u= rz•rrs rrmnrnFr rt:ar.lmmvrtJ=.^er t'n rrray n!:>;a nrruTserrla rrJ.:a(rlaa o fr•:rlf:lit':6'aur112 RSZSrF4S40rram NOR rt:r eL.:.1rF>sat>3vo sJrtl1lFfiEVLfCaVMWLlJrt_:.1fErF,tuLRs_rJ rtJ.l r J l'+olummllmmf 1 9" PRF( AST U-LINTEL DATA TABLE l mim c..1.v n. vno ra r rrrraru s:rJa,avcEu..ela wr s ayar[Jru r:.rrouvvs.crc r A v tsar•rss:arta:s u yv ue+viJo rS fAot rmCCMaS Jrrl5Esm,1amrir<Pe a+r rnaa:u rrFf rr Nmwim[if fflil LGUugmaFa gnme ImCArEa" IiE"Liclum Ir 1McI lSCo Jidr1J• rnai nauartix r asel+Ita._.ticlr cyo resrsuJruriJ: mcSJr1J.L::sF u H n IIY;STT irrN YYl.:iiii+idtiC''f! i itffSiii1+iYraut.3:tiW rails renv:M 17^ EMI IEl w FYUA rd:Jll r)7:> ® vLdlm a0a 47 F]G•L[idf F 1rZ:FJ k.F>rkr r S6L•a VliLJ[SG1.r7lJO crcran acicra• S vrsr,iy.Lwta vcrs:ar.lc fa uriarsa QY G[ IL'3RI'••:7LS:iW1L":J[YtlVLSIS'IFiOFr7atsa a:e ra a yEc rs; n rl:•rrJxu.sr S:c•iy s • mraliavn r+Fasa' a^umJrr::.r J I1 :ct.ert^Jcr n-rrirn!.ur: F202mr.mimil" 6" & 12" PRECAST LINTEL REINFORCING CAGE FABRICATION MODEL u maiAM. re, So— nv rROPKEIA01 w"Immn Is rMmKo Fam rMODOCT A"VIVAL R 6 rM T= D Mr Canwr UYM Am CA10mT J RMTMom"D 01 DUTIC11=0 mMOM 7Ar rml rtlntli CONSENT C131 CIMIC 16ti Ilm. L ZLW MCM MJEW T/MM W AN w01 MM, 16 AND n MOM,M A SlMlBM rrlmmM; M Am IM DIaI M" . sOM ro OMAMM Mo AMr4 MIS L IMM mr TOrAL XMMA x SWVrM MDOWRD YO WAM SUM = L COMCMrrE MRENCINSd r, . I I rid M Al t = A" u vw rMOII EACH 10 Or ID[ OITpUMM QACQ rOA tX4UPU - 90. Or rucr.rr L.O M M1 . =, RI rJA 4 IMCD 111Iiida M EIR*11 . 4. TILLII . IIIWFOIC ID CAOM racuu M U=L t"m L Mo IOY MrrrL VAL K wT MACH mR b= r0 K FEN IOLI BRDt M VIVIUK rXW FA01 DA W M HIM 12 Dip LM= ArtU MOM r= rOGL G t•' H PRODUCT RTtitBCD MSLomplyino wilh Iho Flo'i A,,"4nm No ! - o 'Z .fig pv1 PRonucT RCV1S110 O,4 ' EV' mDao /B os mmplY Ifo Qi 1Ta FLutJM 111H0 fC- 0 Cam. 8 Fuusa' °'ram!' Aw`P"•"" Wo m yy{Hp400flawPy ,` CRAM PARRINO p OC1 Cm 1 h'•4ORIQ. t, M24CR579 s`S OAla1_G••' SEFFNER.fi33584 CAWE VA 6STCR1E E:r. , r te:rna: Ia:+:V:(a7lylh - -- c GENERAL NOTES Yaledolc Co 4' 9.rc I rota - 3W pd fa r Y i2 ppetm.t fi.•1d - 6°w 3o0e0rDy pa qh Ye .rat regal. a4blrNi1)110D P4 raal D cs°, mHnw,'ad matt/ W ASN C270 tM Y or 3 1] N ob kad wtlu basal 1 W=n 4 loth mmbd 6eotbp. F lF1tfIL • for 0 gyp. N4 121m W 12AW mmt b ndmcd by P6x u b=4 Wo b It. Usn 6 1/2 kde 3) Pr..w. [a mmt. bd am hud ldab• 4) TN mamba In paredheb bCed.+ It. pe, t rdin6m for gmb 40 bb o•dd rdr. iY6ode 1r14a 6v r 8 ti266/ 47dcom -> 26122 O N W* mat ar nmW 366 def tcM tzLWtlSfw6k12FB1 -4 c boga nub a tvme.d L/l60 defkd1n, Uu is b%W to amt dr= meeGro It• Md" am" Cod. Sccrwa 16043.1 a yplEablL 6) Char. rbd 6otab n r-PhL 7) 4' .a0 6dsb b be Intdlyd tr/ C ira.adr bwb dcl . W 6' Gm am ratted. 6) c odb/dnwdx .oeat mmt rompF7 atU..miTeaMd 9) Tba deslgtta •-f eubd. C L*,, W bobs I,m ON mU loW tdW by adr g •m rat U;%q mm,mt aW aa.v d d-"q fmn t!. IK# 12) ratwmald. r:dbd W mWofdq onl WwAj. -kb- d 4• u "u b 13) Tk. aI i r .abm d WAS kdd d b .dcd.r av MN rtnunry lam ant bar. a aoo6rq d docoo q*W b aaet I taahh AASN 0-°26 or o16ef Wl-d —U9• 14) tweb I.ob .Mb dwckW far imulamomlyTthb. s atbin•Tboi 9 dlh W r~aNwhaimobtApW V.,6a1 Wit + kgao Iwr4ottld bad S 1.0 Sob ra" lead Ws h.Am.LI bad 10 Fm campodts rmW hdghb rot aMm t sd. Wit Iran and low bdgt/ afmm. la) For Utd WqLb net dw.o. Lu rb bad Imm tmd Inpl Nngth .hnsn M Sd# bads a. aperinpmd dbutw Iw1116 16) Sala tmdc band m mend dssigt wAbth payln 63d6 rW ACI 31L 19) A 1.I mtb ( abon Uwpi*L S.. A teb b dor ' SEE SAFE IATERAI Law 1A M FOR LOAD RAPNG FOR F/CR ADDIIIONk REWNCED C)N (ROM FULL CWRSE y;+ir ft. f 2;16 REBAR FOR IfUNTELS GR40 at Qi6D SAFE LOADS FOR 4" SOLID LINTELS CgsrCa• r• GRAVITY TYPE LENGTH 4S8 3'- 6' (42) PRECAST 1180 4W ( 48' PRECAST 959 4'- 6' (541 PRECAST 789 5'- 10*(701 PRECAST 460 6'- 6' (78' PRECAST 360 7'- 6- (9n PRECAST 260 9'- 4' (112') PRECAST 156 10'- 6"(1280 PRECAST 116 12UB 4- 1-4-CM UPLIFT LATERAL TYPE LENGTH 4S8 4S8 S- 6" (421 PRECAST 687 371 4'- 0' (48' PRECAST 597 320 4'- 6' (54' PRECAST 529 258 5- 10'(70') PRECAST 407 148 6'- 6' (78') PRECAST 366 118 7'- e (901 PRECAST 280 87 9'- 4" (1121 PRECAST 187 55 10'- 6' (1261 PRECAST 152 43 121` 8 121"12 121"16 10) BA - Nd Rated t:; y.r a'•y -^^3 11) 3,Q- &W ttdld r b.r b ald l.at d b. bd U. blth. Mel oon•. .i L• a te.' ::?:', PRODUCT MISGD SUB ueutnplyi awiththeFTa4d[ 61` 8 6F12 6F16 h,t::"i? 4^ WAco y:astrn NOD. 8Z/./e pit "onDde •/B IIIInII—Jfrj IIII i, r e a TYPE DESIGNATION //Ij // .::• ' t' 't"'' . . r. a„•st: t caul/•-trnlID By .TW :r; ' f N.. ' i•pa •. T.'.?w 4 c.f..t. aL'am lrAA NA D jf i, r• x • hf'', y: ; ,.^. , Tr 1 2r, glaa al IaGLL °17rf • " • t_7 .'!; ,tti V•• '', / Fri: ti'' . ;'?':w L'. _ f ;:•":an i'` :; ir tarot sa.jJL..,.r SL.3- I- t/Y afM • `y. '*: T•f•. ;' •ai. Cffr', a•', Z •'': so '•' mas. 4S8 ,, ' • • • • • <: • G ' 0 121`28 12F24 12F20 i L•>,. • S p t A w .•, ; y PRODUCT rawlsIiA f] taw fae tr LW W•„ •. •1i • - m aom i. b) taam m r mms `t d ( : : T. tg Y `riN 17c P7aMda am, =t—mi =+ S7 T P DWId myt (bde I s ncluAL 0bmrul 6 ••J+• • • • • •. • . p' ,p y 4-CRAMPARRINO elviaNanOwa a -O 0 • °3 12 NDYrW rrmtd : c < r "J 6324CR579 4 '•. OR10, 'C. 6F32 6F28 6F24 6F20 r'+eS'S/ N SEFFNEFL33584 CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES t a a fat Itm 6rwu a ou> a m IalAx Ax!uw scue uta V/ CC CCh-+ 75 Am3 Albs CIQOffo. CIW6 lam P.L - ttG. a 44M 1 Otme.m. IN 12 mu I OF 7 SAFE GRAVITY LOADS FOR 6" PRECAST U•LINTELS 4mw4 " SAFE: LOAD - POUNDS PER LINEAR FOOT E LENGTH 6118 6F8-18 6F12-tB 5F16-IB 6F20-1B 6F24-18 6PP8-16 6F32-1B Y-6" (421 PRECAST 2332 2676 3692 5050 1 6148 7227 8297 9357 4'-0" (481 PRECAST 2025 2313 U92 5050 6146 7227 8297. 9357 4'-6' (641 PRECAST 1654 1887 3833 5050 6148 7227 8297 9357 5-10'(70' PRECAST 1067 1260 2198 3557 5734 7227 8291 8225 6'-6' (781 PRECAST 949 1078 1831 2850 4328 6737 8297 9357 V-6' (90') PRECAST 779 883 145E 2188 3151 4524 6654 9357 9'-4- (1121 PRECAST 584 660 1056 1523 2084 2795 3731 5017 10'-6'(126' PRECAST 503 566 895 1270 1706 2236 2898 3747 1V-4-(1361 PRECAST 457 513 8O5 1133 1507 1952 24V 3163 12'-0'(144') PRECAST 425 477 744 1042 1377 1769 2230 28M IS-4'(160' PRECAST 373 417 646 393 1170 1485 1852 2285 14'-O'(1651 PRECAST 351 392 605 835 1087 1371 1703 2017 17'-4'(208' PRECISE N.R.239 455 620 791 985 1198 1437 J) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SAFE LATERAL LOADS Ff10 An ORFf:AQT 11.1 IMWI S C/1-m fib SAFE LOAD PLF TYPE LENGTH 6U8 6F8 RCMU 3'-B' (421 PRECAST 587 1055 596 4'-0' (481 PRECAST 487 787 445 4'-6' (54' PRECAST 416 609 344 5'-10'(701 PRECAST 300 350 198 V-6- (7Bj PRECAST 263 496 157 7'-6' (90' PRECAST 222 367 j 116 9'-4- (lit) PRECAST 173 352 74 10'-8-(128' PRECAST 151 276 58 ll'-4'(136) PRECAST 139 311 49 If-0"(1441 PRECAST 131 277 44 13'-4-(160') PRECAST 117 223 35 14'-0'(1681 PRECAST 111 202 32 17'-4'(2080 PRESTRESSED N.R. 130 1 21 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS 44+Itf94m" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6FB-lT 6F12-IT 6F16-IT 6F20-IT 6F24-IT 6F28-IT 6F32-IT Y-6- (42') PRECAST 1412 2074 2715 3356 3997 1 46M 5279 4'4" (481 PRECAST 1225 1800 2357 2913 3470 4027 4583 4'-6' (541 PRECAST 1083 1592 2084 2577 3069 3562 4055 5'-10'(70' PRECAST 831 1222 IWO 1979 2357 2736 3114 6'-6' (7B") PRECAST 723 1097 1437 1777 2117 2457 2797 7'-8' (901 PRECAST 648 80 1249p 1544 M 18401A 2135 (C 2431 14 9'-4- (1121 PRECAST 575 571 980 1252 1492 1732 1972 10'-e (126') PRECAST 514 462 787 1121 133 1551tw, 1786 r. IV-4-(1361 PRECAST 474 404 685 985 1213 1442 1645 IT-O'(1441 PRECAST 454 38700 619 m, 886 j1093 1299 1505 13'-4-(160' PRECAST 402 308 516 736 906 1076 1247 14'-0'(1681 PRECAST 38B 235 475 877 j 832 989 1145 17'-4'(2081 PRECAST 253 208 338 476 j 585 j 593 803 U) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 PRODUCPItEViSED m Wn44*8 will, the Fluri3 8u11din8 Cod. pA,+,f`.. G 'ENS 44 i",c•• •("( iJ/pY• CRAIGPARRINO i`S70aVAl•;. SEFFNER Fl. 7933584 o++"' PL.P.EUGN0.4475sSEEGENERALNOTES -SHEET 1 OF 3 +++ gNO Att9u No —O 2/ lB Chi nDOIc WlicniD Oduu Cl,iurof ' olwcrTtllvtsED 91,1116N waorml6ema;a, A Zola M'_t/-- Ry REVISION E118FA OF C.. w, i;a,:w1 CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES s YAI¢: onvu-14 sw+n m JQeA11 ALYWD uuF, 1lts. euu s/tyw a¢tsm el: wm PAM0. FL - RM1Io, 44751 oUMrro, tT<at stffa 2 of 3 m SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS oc"w4_ 1 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 12UB 12F0-28 12F12-28 MIME! 12120-28 12F24-29 TY26-29 12F32-29 V-6' (421 PRECAST 3428 5000 5838 7619 9352 11060 112755 14438 4'-0" (481 PRECAST 2923 4232 5836 7819 9352 11060 12755 1443B 4'-6' (54' PRECAST 2396 3464 5304 7619 9352 110M 12755 14438 5'-10'(701 PRECAST 1612 2320 3218 5234 8487 11060 12755 1443T(, 6'-6' (781 PRECAST 1383 1986 2679 4195 6421 10032 12755 14438, 7'-6- (90' PRECAST 1135 162E 2131 3218 4676 6756 9763 135 9'-4" (1121 PRECAST 795 1216 1535 2230 3083 1 4167 1 5593 7552 10'-6-(126-) PRECAST 614 1043 1295 1853 2516 M23 4334 5632 11'-4-(1361 PRECAST 518 945 1162 1649 2216 2893 3719 4746 12'-0'(144' PRECAST 458 878 1073 1513 2020 2611 3333 4206 13'-4-(160' PRECAST 359 767 926 1294 1709 2188 2743 3409, 14'-0-(168') PRECAST 321 720 p 865 1204 1584 2017 2451 3106 17'-4-(2081 PRECAST N.R. 451p 631 881 1141 1428,4428p 1750 2102 19'.4'(2321 PRECAST N.R. 343 W 477 p 700 925 1152 1380 1609 CFIR 49- ORFf'ACT N).1 iM I I C C, SAFE LOAD PLF LENGTH TYPE 12US 12F8 RCMU Y-6" (42' PRECAST 1295 4841 3931 4'-0' (48' PRECAST 1295 4841 299 4'-V (541 PRECAST 1049 3922 2417 5'-10'(70' PRECAST 681 2547 155 8'-6- (781 PRECAST 579 2167 12 7'-0" (90' PRECAST 474 1771 914 9'-4- (1In PRECAST 355 1326 58 10'-6" (1261 PRECAST 306 1143 454p4 11'-4-(136') PRECAST 278 1041 38 12'-0-(1441 PRECAST 260 971 34%,1 13'-4'(1601 PRECAST 229 857 278 14'-W(168") PRECAST 216 809 251 17'-4'(2067 PRESTRESSED N.R. 633 16 19'-4'(232j PRESTRESSED N.R. 534 130 W. 1) THE MIYM IN PA314T1¢95 ARE PERCENT REgl IM FOR acc "uwvx RVIG o GRADE 40 FIELD AlOCO REEt17. SEE GENERAL ROLE N0. 4 SAFE GRAVITY LOADS FOR 12" PRECAST wA 2" RECESS DOOR U-LINTELS 49- aF9AAM 99, RRrLATEALPQArD nRI aRrImTrIIt wnaSAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12606 12US- 28 WI0 I3FI4- T2RFI8- M-2E 12RF25 12 M 4'-4' (521 PRECAST 2538 2942 5458 7584 9640 11669 13679 15M 4'-8" (54') PRECAST 2319 2740 5468 7584 9640 11669 13879 15679 5'-B' (68") PRECAST 1347 1841 3555 5395 9640 11689 13679 15671, V-ID'(701 PRECAST 1259 1758 3361 5954 9358 T1669 13679 1567 6'-8- (801 PRECAST 924 1430 2633 4416 6884 103 1257 14804 7'-B' (901 PRECAST 703 1203 1157 3494 5259 7922 9623 11MR 9'-8- (1161 PRECAST 389 843 1451 2157 3203 4427 5417 6380 4) THE NWMER5 W PAREFTRFAS ARE POWIT MOM FOR GRADE 40 FELD ADDED RESAL SEE GENERAL ROE Na. 4 . C,4 11 SAFE LOAD PLFLENGTH TYPE12RUE 12RF6 RCMU, 4'-4' (52' PRECAST 1295 3692 25 4'-B-. (54' PRECAST 1213 3458 2417 5'-8' (681 PRECAST 784 2236 16 5'-10'(701 PRECAST 747 2129 155 6'-8" (801 PRECAST 602 1716 1170. 7'4- (901 PRECAST 504 1438 914P4 9'-8" (1161 PRECAST 355 1011. 1 ' PRO[31TC1'REVISED 03 BHF "M HaFj", y SEE GENERAL NOTES - SHEET 1 OF 3 O SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 4cmm4 w SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12FB-21 12F12-21 12F16-2T 2F20-2T 12F24-1T 12F26-2T 12F32-27 3'-6- (421 PRECAST 2752 1 4287 5613 6938 1 8264 9589 10915 4'-0" (48") PRECAST 2389 3721 4872 023 7174 8325 9477 4'-6' (541 PRECAST 2113 3291 4310 5328 8347 7365 83B4 5'-10"(7n PRECAST 1823 2527 331D 4092 4375 5658 5441 6'-6' (7n PRECAST 1444 2269 2972 3675 4378 5081 5784 7'-C (90-) PRECAST 1267D 1717 3194 3006 M 4417 pj 5028 9'-4- (112-) PRECAST 1028 N 1171 2008 2590 3087W 3553 4079 10'--6'(1261 PRECAST 920 947 1612W 2281 2764 32D9,,j 3653 11'-4-(136') PRECAST 858 pq 829 1404 1982 2441 2902 3364 12'-0"(1441 PRECAST 814 11 753 1269 1188 22110 2611W 3032 13'-4-(16D") PRECAST 678 633 4 1057 1485 1826 2169 2513 14'-0-(158' PRECAST 622 p 586 114 1365 1679 1993% 2309 W-4"(2081 PRECAST 434 K 427 695 964 1182 1402,1623 cm 19'-4'(2321 PRECAST 366 3701 593 817 j 1002 1187 1372 1) THE MAIM m PARODEESIS ARE PERCENT REDMMWS FOR GRADE 40 FEED ADDED RERAR. SEE GENERAL NOff NR 4 SAFE UPLIFT LOADS FOR 12" PRECAST w/2" RECESS DOOR U-LINTELS 400-4m ti SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE HOTS-21 12EF10-2 ILW14-2 I2RFIB-2 12AF22- M-2 128F10-2 4'-4' (5n PRECAST 1626 2685 3746 4806 5867 6928 7989 4'-8" (54' PRECAST 1558 2582 3602 4623 5643 6684 7654 5'-6' (581 PRECAST 1210 2042 21150 3658 4466 5273 6081 5'-10'(70' PRECAST 1173 1984 2769 35M 4338 5123 5908 6'-B' (801 PRECAST 1020lp 1538 2426, 3114 3802 4489 5177 7'-6' (90' PRECAST 9041226 2163 2776 3390 Lk 4DD3 4617 I18' PRECAST 703 171 41 1472A 2181 2663 3145 3628 GQ.Y';. E S FOR M61BF1L5 INPAREME56 ARE PEPERCENTREOUCTIOFS40HELDADDEDTEAR. SEE GENERAL HWE FRO. 4 447 P1 CMPICT REIVh 1110 D °a"L'IRrichLh°(nor(de T E F& Q: w;n—?q o ° ,03 9Dd-y O. t`' 0 R1 p • CRA24CR 5 WO F 11,F S 6824CF1579is ME tvjstS/N C G•• FF3 3 584. °dc oa ml CAST-CRETE 4 611 & 12" LINTEL SAFE LOAD TABLES a Ta RFDe DmEr-u w4rrx m 4DNEw ARAUD e".,r, ILTM m Gum HEATED, F.E. - OF 3 MIAM1, E mliAKI-DADECOUNTY n PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ivw,v.miamidaae.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ) This NOA shall not be valid after the expiration date stated below, The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dada County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Panino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automaticallyterminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E- 5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by H)e%lmy A. Mahar, P.E., M.S. SaoMIA LDADECOUNTY !7 NOA No. 17-0821.19 21/ 2022 ExpirationDate: OS/21/2022 bg Zg1Zo / 7 Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 096-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet I of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet 1 of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report onJlexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report I& 29702B, dated 07130197, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11111196, 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 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11113195 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04125196 for 43 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02129196for 45 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 466332 dated 01128196 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105196 for 45 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M19805 dated 03106196 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report 984-M21208 dated 04121196 for 44 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04103196 for #5 rebar by Birmingham Steel Corp. my A. Mahar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report 484-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine klade Precast Lintels dated 05114196 13. Quality Control Manztal for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheet 1 of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 92 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8"Lintel Safe Load Tables", sheets 1 & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/7,W022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details`, sheets 1 through 3 of3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January. 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. v W. -, /-, e1myA. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 G-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS J. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. - By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. elmy A. Mal ar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E - 4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTMS-529-94 prepared by FTL, Report No. 16-0425. 08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By lkliami-Dade County Department of Regzlatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. Cffeirny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E - 5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. AL zl j jeel;ny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E - 6 HIGH STRENGTH PRECAST AN I PRESTRESSED CONCRETE LINTELS 23 4. t _ t1 lll1 PRGSTRFSSFrT 7/32 0 OAR RRUPS TYPE 'EP STIRRUPS In taut F.IX T C Lt l7J rlRi7f1 1[: MUMal8Ptl11 LilJCWJI fD I"f.IFi¢i 10 io lam, Lm.AMFf+ UiMMEXEMOD IGllit/tLL l if O QiYfltl7flF7Du3Z If i D IIi 7QJ6![16ii0 riRri Sam= m 1L;1 M== A" PRFCAST W/ 2" RECESS DOOR U-LINTEL DATA TABLE f ALEEro--ff•r 1mramm 7 t,;TiJ LL9J:l tf:1•LfP5i.1.ZC] now n vYf ia!F.7Y Yi•Tl artaft Ti 7®OG' R'ie v MCMM no EIQ•ytd2ifl7Cli[Eg7tE1:a[2L'.'..IS151'r.'.tJ±E7GQi1WaL>•, Urumvaft!• Ie maese rr:r ruarr r,-n:,..,.rv;tts:romnty f iFri[SmiQ I tlaL`i ill'ltGll t/tYf.:: iCiilaGii[1GY1 tL T'rLlt'L":1Cr19d"71if rA^ GC'ar'Jat tdCJi1C%OF t f1>t'IN1ti:l! r• a7Cii4 11tt! 13"F 71f[ClifSFalIF1•rJT:9!!A rrL 1rAEmrmyo m[•ri• . uli u=A 4 m;m" MD= IINiF1 RE1NFOaCRIG d0E FA_nrIf1T10N 1[4S7LL •• Ra N•w + m .3 mi •r rAAar. Z7.15 V?/ st e 4.1- r r • , l 5 rRlSi71 E" L"Rn IlEnic'oNL1N(LyGE /AeRIGATON 4_00E -_ PRcr.AST U-LINTEL DATA TABLE E Ci t, U r iaY.iT.TiC•L'tGal\Y:I.Rii i iflr•T' I/i RIG::I;lii11 1!'1i•:Ii1J-Z+.,+t. aCJE faiSlf' r'Tl' t7C0it ttE..7E7S©aO Sis-t[32I[LYfi tJr' ppwVtf?<.':][iS W41R! 4C1i[•_T lelYif rr` pCj FIE.^.]LJC'ati6r©fi3 7GL1't31ifldL'irr lS:ItIC vcu.luc,a;[i.\r1[ I7fr_SffnSddLiiF/LI3M iC/G10 ilCi?ilElta['.i7C5iW't l i1JQ TrSS7 Faillf'.LiL3lOC`Ji11210-IHI'JEira RSQo[FILiEtJfLLTnJii AfGLmrwlmEznlg..1 Eifrz4l[]R7lL ifir f{11iram"a l'", dS]i0 91"lr rnura lrrrr rarne aElalor f[iC1i IF7[.•.itfI•IL'.1[!]61Yrr..3 7QiiEQ]it rM rRoM%TAar aUORWTiCN Is FXM= FOR /WD.CI ~A- R D laoTECIEO AY CMrR= LAYS AM CMM U AUTIIO== OtR 913M M tlRRWT THE ma EIQrMI CONSM of CM-CKM UM NO, - - L AF Q71tRo'3ttW 7/7x Wt ASIU Asia A 14. A. IM M T11 TOTAL U" A OF VMVZ AM /3 WLA A=& a AVM Aalh•7/1. mi. DUMB Imm Lon-40ju PR "ANSIssao Am no is COWED swm mou ch" m or me Wt FGXCMO UOD rol M wnt suAAO AUM Alta AC. or lO Wn 4 UKA VM all slamIMD13Ro: AtOallt L OCR= slgw— r.. no Ma ICA r 4 VAFaml tAMI TmPEMEMOUnaMP• . uoo M rot ALL ramm a M U MS. L Lt ra rai or FOLMOMERE MAS p 3, OAIrA. T'1ifIt63 rasa QTO .fir. am or Coamout YAT a USED u Doi at AL1araXItD urm RmrOKOOM CAoi L SIp711RD ST /a0i16t[G o rcm WOOD Aim "Mr= F== l;Ns' , L/ PRODUCTUMST!D IN a94YUANaJt nMift CDd4! o o3,67- E 0 CRA1Q PARRLYO r A At•ONAL Nn•'A SEFFNER, FL 3m . R-REMN0.4475E vw CAST-CRETE 8" LINTEL FABRICATION DETAILS C AAFF I RAVITV LOADS FOR 8" PRECAST B PRESTRESSED U4JNTELS C'•""'- ,917r0' SAFE LOAD - POUNDS PER LINEAR FOOT YPE LENGTH 8118 ua-m a-ti er12i1 al12-I'll eFl" aFTa-16 V10-9e aF2o-11 ar2•I-m vx4-1rt W11-00 UM-15 WZI oa OM-12 3'-e 42 PRECAST 2231 30a9 370 a103 UM DD54 9502 Im51 3m 4GO 91U 7517 8574 ID39 11102 4'-0' (48j PRECAST 1966 25e1 2751 3410 4090 2251 7a314 0107 2693 46M 113 7547 E974 I0394 IBM 4'-0' (547 • PPE4Y44 15B9 1969 2110 M31 3753 4571 MW S224 2319 4375 4113 750 c, 38n 10294 Ilan 4` 64 PRECAST7 1217 13ro 143a 1919 2540 3123 3631 424t 1003 3oN 5563 7547 7342 a733 lal2T 5 -10• 0' PRECAST t 002 1105 1173 031 2090 2541 3009 3470 1451 2624 4NO 6a 7151 M 6'-8` (78' PRECAST BOB 12" 2177 MM 3707 43 i 5091 52M 2177 3430 5151 I= 1 U23 7-6' SIO PRECAST 713 1011 In1 IM 2203 2E98 3191 30 1011 1 2061 3e9a uat 1491 eon Ir 9'-4' (I1- PRECAST r 11et1 1425 2571 34a1 2815 3702 762 1245 IN3 2564 3493 A O1T0 ITY-fi•(1267 PRECAST ns a3,7 a96 1247 20D vn 2153 25U H3 1052 1533 2023 vet 4734 11'-4" 1 PRECAST J62 bat so UN tai6 2423 3127 400 552 145 1360 Iola 2423 3121 am 12'-4)'(144') PRECAST 337 540 873 t254 1u4 Z94 a0S 3552 540 573 1254 1681 2193 2105 3552 13 -4' 1 PRECAST 298 471 765 1075 AM IOU 2315 2061 471 755 1M 142e 18M 2316 2912 14'-0' 168 PRECAST7 279 424 7m l0m 132a 16v 9127 2100 441 Tm Ioox I. 1097 xIv uw 14'4' (I1 PRESTRESSED LR. 99 24 HR OR 4515 7e375 1370 I. 2243 2s1751 271x PRESTRESSED NA. 9R 1I N.7 M9 N.7PHIR KT 412 710 1250 Ina 2035 2713 17-4'(2091 PRESTRESSED N.K 300 545 950 I328 1a09 20I7 1S-4'(2J21PRESTRESSED N.A. 104 H9 xR Oat to aA2354207601031I2O21716 21'-e(Z%j PRESTRESSED NR, rot4Av0 NR 740 a9a O45 1114 Ntl22'-d 264) PRESTRESSED NA xe Iul Nt Irx KK I® Us 630 784 Iw 1285 1.9 24'-0"(2087 PRESTRL55`D U. A R NA rR Hq Nl 129 250 450 1!4 aa4 ImL 1251 SAFE LATERAL LOADS FOR nTY1L.- I U wm, C - SAFE LOAD PLF LENGTH TYPE 8U8 BF8 RC IU 3'-6' (42')• PRECAST 1025 1024 1698 4'-0' (4n PRECAST 765 763 1309 4-0' ,(541 PRECAST 592 591 1073 5'-4' (641 PRECAST 411 411 745 3'-10'(701 PRECAST 340 j 339 1 616 6'-6- (781 PRECAST 507 721 1 490 7-6' (9n PRECAST 424 534 363 9'-4' (1121 PRECAST 326 • 512 230 10'-6'(t21il PRECAST 284 401 180 11'4 (1351 PRECAST 260 452 154 12'-0• (1441 PRECAST 244 402 137 I3'-4' (1601 PRECAST 217 324 110 14'•-0'(1681 PRECAST 205 293 100 14'-6'(1761 PRMREM N.R. 284 91 15'-4'(184') PRESTRESSED N.R. 259 83 17'--e(208') PRESTRESSED N.R. 194 64 11i-4•(232) PRESTRESSED N.R. 148 52 21'-4'(2567 PRES1fiFS5m N.R. 125 42 22'-O'(2641PRESTREW N.R. 110 40 24'-0*(208")PRESTRESSED N.R. 91 33 SAFE UPLIFT LOADS FOR 8" PRECAST $ PRESTRESSED U-LINTELS C44Taitn' SAFE LOAD - POUNDS PER LINEAR FOOT YYPE LENGTH U3-rt Oro-2r 6riz-17 4rIz--2T aD6-,7 OFIS-23 6FL0-,t er2o-2r gF7!-lt U21-IT 92D-IT M-2T OFM-IT ES32-IT 3'-d' 42 PRECAST1 1559 2055 24 4394 5283 413z 7001 15U 2653 3524 4394 5163 6132 7001 4'-0' (48' PRECAST 1303 23m 3010 3016 M 8070 1383 21m 30;0 3615 457D S325 W70 4'-6' (541 PRFGASi I2D7 1 2040 1 2707 3375 400 4711 5379 rt07 2049 2707 3375 404S 4711 5379 5-4` 64y PRECAST toll n IVII 2838 Mgt 3961 4522 IOIe 17U` We 1 2M 3359 3151 452'2 5'-10'(70 PRECAST m 15e7 2593 3107 MM 41M r 5ll 1517 3 3107 3620 4f3T 6-6' (76') PRECAST 140T 1 zsts 3251 37 usIJs 1407 US 1320 27" 3251 37,2 7 -6' (CO' PRECAST n7 10 1624 2ms 14Z 2027 322A 717 1214 1624 2A25 2420 2Ov 377E 9'-4• (112 PRECAST 651 703 1134 1474 1915 2157 250D rd 591 On 1310 1643 1 1459 1 2294 2b10 IO'-6•(1261 PRECAST 530 575. 916 In 1115MI 1461cd 1736M MI 530 MS 1160 fid 1471 d 7a3 ad 2035 2341 11'-4'(1767 PRECAST 444 1i01 ' e0D fW IWTml 1v4 15134Y 1733 ra 494 sm 1042MI jr2od Im Id 1915 21a7 12-0' 144 PRECAST 470 456 724 93e 11 IJS 15as 470 550 940 04 1302 nd ISO MOM. 2075 13 -4' i 60q PRECAST1 41O 3410 607 783 964 1143 1323 424 . 460 780 ml IIS2 bd 14tdfj1 Mol 18e7 14'-0' (1667 P4iE3 A5Y 364 356In550 724 ON 04 1054M4 1220 CA 410 423 717 bd 1053 U21, I= I- 14'-8'(176) PRESTRESSED 233 334 ft MO 1 529 0 918 1131 240 395 PST 9v0 NJ tm 1516 I734 151-4-(184' FRESTIUSED 224 313 406 621 rAl 782 911 IVA 730 m Ole Dos Del 1240 1460 1641 17-4' (2081 PRESTRESSED la/ 2a3 4W 6 t qe 7N 193 US 74 I 1271 1473 to'-4•(232j PRESTRESSED s4 4 647 6a ain429ED141105022721'-4• 25n PRESTRESSED 142 P229 307 393 490 60 E6 142 373 m 721 9m I04a'"- 0'(264'PRESTRESSED 137 2t5 719 2 462M757676fm137Ss6su lea24'-0'(288') PRESTRESSED 124 2a7 2 10 114 202 319 119 te)0 THE NUIJfiERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 SEE GENERAL NOTE N0. 18 ON SHEET 3 OF 1 1) 1nt,4. r/,11tI4u Q MO ADDED f09AR SEE GENERAL NOTE NO. 4 ON SHE 3 OF a romA'Ie OEN • PRODUC717MVISGD a aoolplymII ailh Ufa Florid? Dulldrtg C.da sm 17eo)22 wc=pCTiU7YW93mcmp17D19vilh0nPIra150 Ip . NoAase9 o2/ o2127•5 7ujl, M ftFak0T10mFladdaCo(o Z 7: o YEO y` k!Sb Not YGKUM KILMMOUKJ MI WMr 1v GENERAL NOTE NO. 4 ON SKE]ET 3 OF 3. PRODUCI'3tAN60D y°0 wa0wPla•Im AagJmc il.u QZ CRAJGPAffMO kY,°. l6 3 OF 3 br6mul uetCo M "'• O R lPMGMSEf%HER. R 33604 r'ad.ti u o o I ,n .uoeo JIM • 7 F• aI4T7Gir14,al•:TiiF]C]:1ii ISL'•14:su:I jf L4?2]> 117i91ai.1>b4 i19 g2fallt121,71i417 YYE!!//c0: _ 1 1 rIa. 3\lI[l4aMTJy1[l: NiUli1Ia: 3 17•L71dL1 Q.k:, y, aafiTiirN-y9lrU.:l[347IiC1QIlI TI1Li17 JSF' S9r- 4Cr K.< itL, F,kA;F1'112 3.3WI WkzY%xt idi_ I FS Id 7IN91diai: 7t;( a l6til.C_ __ !.Yf Y/iL! CA= r.Davrry I nAnR FnR S" PRECASTwf r RECESS DbDR U-UMLS 4sem SAFE LOAD - POUNDS PER LKEAR FOOT TYPE LENGTH 8RU6 0RJ}-00 ee i" e9Fl am849 1=1 08 196e-1e 6RFI0-I6 tAFN-19 69H6••I elm:-1 MU-Ie Vnii-I 4'-4' (527 PRECAST 1635 1749 3153 32e0 430 542T SW 75V lull 3699 5206 SW e050 9479 W993 4'-G' PRECAST54 / 1494 1593 3053 299'! 303 4946 5924 6904 I7s# 3ma 5201 6631 6060 79 1=3 5'-8' (8B' PRECAST 866 920 I m 1716 2277 2339 3402 J960 1197 2461 4567 OU 00SOL9. V17U Wilih 5-10°(io' PRECAST 810 6'a m 1600 2114 2649 3174 WW 1113 23C 4242 6e19 7404y,ISM in 6,-6* (Mf) PRECAST 797 1625 3120 504e 7915smsoi9D1te2S31205(M6 7l15 UM9QD 08L106 7-li (90 PRECAST 86,q 79 1410 2459 3776 3743 7239 b123 765 1490 2469 377e 5743 IM9 9'-D' (11B) PRECAST 411 4 D9! I56e n53 3119 1-1 3140 b20 fle9 1505 2257 3121 4 LS0 THE KuMBPAS PI PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 MLOr ADDED REBAR SEE GENERAL NOTE NO. 4 SAFE LATERAL LOADS FOR UDWl Aar 49'• V=r.=4% hnn11 Il.l INTRIC 1A,,,/•e•,,,,° SAFE LOAD PLF LENGFII TYPE 8RU6 8RF6 RC' Au 4'-4'• (527 PRECAST 758 1 757 1164 4'-6' (541 PRECAST 694 693 1073 5'-8' (88-) PRECAST 408 407 655 5'-10'(70-) PRECAST 382 381 616 6'-8' (801 PRECAST 595 788 464 7'-8(9n PRECAST 509 674 363 9'-8' (1161 PRECAST 370 490 214 t SEE CENOX NUTS 18 Dt)Jf & NOTES f) Ildadrrrr' x 12) aA ed.ldadnp e •dth l' bat eol.. d 0. e.t+ b mmd°h w1pii t% 00op q4 sRi rrOdtbmrslii-0oi9dM40ls) Th. a1Mv t°d a •G• a 1 IWdN b Vy crp t. ytt• ob tle1 lion cWM1 rAmof % r uygNu.1n(w1wUT ASN firm t01r t)lr(1md a•da' Ami ASIA,, go11)21 11) L6 . b." ataYbd Irmai i 6 IY Wgfai gMto cn fgaf u5 . MG 270 M ,dtnfLa nrW ter Am C270 ryrr Y w 9 AXW ndui bJ } kfud h&W Wt t to bodamld bdNE. bd ktla b...n edi.r+n 4 YA oyaltr Eeerba t 4 ficehz;NW,u ws W WA bog sd. I9) fw ea pdo Wd [V.'A aa w N bN (me ref km MYTH\ 4mn bF W AIQ TV had Yn10" OR ft.i 6L d. Md F.m .4 bo•.. A bqQ W_ 3) f4 W Id x du 1.d rd hut 19A 17) 3rt kb .. mtri•p.d .0 dk halt 4) 1k n*&a b p.n 11=6 I.Crdn %. prnd rdw0m Iw 4pd 40 Odd aXd Inw. ly Sol. W6 k.d n rZWd dn17a a ))b Ter AD 630 tad AP 311 M 69•/ CU11N,d1- PpUW f9) AdEamqid:l,d blaal bdnf,nd mn M .bkbd 1r b i oe ddr•d r4dxd axrd. mc+eay rL Q Na. Ib. hld. 9n mkY bdme y n ud. W.L w e,cnd &eal4} Eatdlas fimYw. w T --4' . d lister meet MODUCY R c Q'A4iD w tarte6 160 ds4dia dLIb. I1,fiM lA1fp •a eev:plYilK x?dl tbeflmL•h lid, seepm rwLlf a+ 9.11 3 C d. e9 si•, aw add, a T-0al Aao ftn Ma O 22 7) Ow 17 rA3 mg b. okdaed kr tP 15 I.b= °e n w iU wd 4wmewL - a*wSb W •xlpc4rol DY Comral y tb. dnitner M .,, bd. we,Idnl,d Wds Inn U" ,.I. Ird 1ANt. b7 cdtd,ey 9+. nY1am1 Iel1Wtooctdmldswdd-a y Iron Ib. Im d ,.7p1 10) ILR . 9r fold III blle• 9eY ddd',4kf 12 t4 bald 10. b.Wm r Ira bw a r37. 1/2' CLR TIP, BUB. @ffl SAPS UPLIFT LOADS FOR S" PRECAST W12" RECESS DOOR U•LTNTELS 4,%Vn Tube SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 1 W-1r 5W1a1 Gn - IaRfte-I 17 WO- WX-11 eaar-27 W0s A014-2 MIII V22- ORra-IT eer30-21 4'-4° (52 PRECAST 1i50 23R 3056 J751 440 e140 9os 196111 IT= 3050 3751 4445 5140 4'-6' (54') PRECAST del 1604 2272 2939 3601 4D5 4943 e07 1e04 nn 2D39 W 4273 4t41 5'-8' (68) PRECAST 675 I T797 2320 2e54 33e2 3911 575 f269 1797 23U 21! 54 MU 3911 5'-10` (707 PliEfiAST LSS 12a7 174 225! 277- 3 32m 2799 655 1233 1746 2259 2773 J e 2799 i -B, (80' PRECAST570 929 1 IUD 24M 2479 3329 Sm IWD 1530 IfeD 1429 2179 7'-6' (90'j PRECAST Sae 742 1354 • 1765 2160 2517 29b6 IsY16 69! 1364 1765 216e S67 216e 1167 PRECAST US . 4M ee4 1222 U' 40 1e59 2160 395 510 1 ion 13U Ol 201e 2]11 THE NUMBERS 14 PARENTHESIS ME PfRCEHT RFDWIONS FOR GRADE 40 FTELD ADDED REBAR. SEE GDOW NOTE NO. 4 m m"ISOOpti- v .1 SEESAFELAM LOAD TABLES FOR LOJO RATING FOR EACJI 4 , MALL COURSE PRODUCTRWQWED +' / w vwaWY » z n4111the Fkft t A_ or GR60 w I7E• , ro 1 hu I •• < TYPE DESIGNATION F F t6l[- Imflita KUNIOY07 ! 7. Ca - ,DY D Ue0t1 wJY 8-16--1B/1T i; 1•.; A9LRA T91,1 J `' OJOiiT Qr 15 PoIfEAI FIDCI4 lY2AR A i0f is ROM mn I-I/ b' CDM cYu IS JIMl AT 10TI0.' 4 PRODUCT d 12M CAVITY11,,+• IiaVISro 7 . rPF NK a 101 mmmwA-.0 vial theFlnridr r iiowwLympl W°d iO 1.dL2 I Dad du C4,mn, C 4 D Pitam rimVC4aD Du; ,eim fho fRoddt 1 A'•S9'-1nm N. ZDalo • 4 16 632OR 6344OR679 5n EFFNER PL33554Ia\fii7n[a, 7l3rs197c.f1 a11lil' 1 Ci• ru!:_ r."nV, r\•T. TyL• 21!!7 b MIAMI•DADE - MIAMI-DADE COUNTY 0 PRODUCT CQNTROL SECTION DEPARTMENT OF REGULATORY AND ECONO1VIiC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) 1ny%iniamidade.aoy/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the tight to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHT may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24,-2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. 1VIISSim, ImTACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be. considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal. of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 17-0821.18 MIAMtoADEcouNrr Expiration Date: 09/11/2018 Approval Date: 09/28/2017 Oq 1 Z $/Zo)? Page 1 Cast -Crete USA, Inc. _ NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drmving No. LT4612, titled Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS I. Test report on flexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hanson, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System"Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, tilled "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 'fables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated A (arch 24, 2003, last revision dated March 11, 2008. B. TEST'S 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD461 Z titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing tVo. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and RegulatoryAffairs. E. MATERIAL CERTWICATIONS 1. None. F. OTBER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certi&ing compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resow-ces (REP). E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E - 2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Mlarni-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDEN CE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mianri-Dade County Department of Regulatory arrd Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Heltny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E - 3 t w HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS 7(PE ~eR' TYPE .w"TYPICA 0LENGTH LLs 4" SOLID LINTEL DATA TABLE i, imLfTlfil Em x2moxvil 7® Ge"sarr3lti;fif MrlYula, CII3ili3lL.i. rtG rlar•.1rtl>r: r.u::e a alum-- E Ali L3C]i rftlS SfJiFCam F" PRFCAST 11-11NTFL DATA TABLE f lti ii 4,IMui'_U11i.1lt i n n rnc l v tr o s+l ruar..r L laeyy..ar•r.+trta 1CSrC!:Fn W fF1u^..!.IOGFiiiJEELSIC>ff'iCVJ O FiOt•9r'E`l®[`i' II'3ii/FY77.[1FiC3irV/.\etar3rlrnt.ri37fll=IF2rM, 1:1?Clyd rlast•, ii7 ET l© W0iarr.•rs><r»r>a r r ravtAar2rMfSlfrll$7r2 WU rraymnFnar r.r.11rmsrra L. :ers nr ta rrle mxrrzrt•.r lmavre.vrtv^iFt'vrra 9IcC•vTmlFElrrt.1111a'arta!311 1a a, maoa®rtu+l'rllFssar>u::rr vravo r[sr r=aracar.IEaelrr:cirel ru rF,a uYlar r al r arfu lr aoe' 12" PRECAST U-LINTEL DATA TABLE ES Lr m ig7r'7IiLL7 F7i-fILS1E1Ce3iC 1 0, isoa..•urtarrs:taaoa v ec;ufl. r¢1rar::lar[r rnravtri trcrc+cf a msmrua r.t.Irrs:v r.ac r aru WIMAW...=_ire iKa=11iU920Ai WTI' MrF39F.10M 1.3::1 rillt8]R'1CQ1t1 ifi"oGlecislcfnsi°•.EFRCS Si13' JIDCSil7Cia 6f i SF:•7 rti.1 rf71:! +1 f Fli::'d mC.3r iJCv i7 1[t:i rru:Illta;. rF,.,L,rl.rrl ry ala+e>Breart>:.>rafc r r>;e5rrle;lo r ulmwl;:arta t.lu rla.u:mc rdffrR:arrau lr rrasrs.lrcirrrso t't1u MOIMAls •vowAmn C I r4m rol I "'" Afr"" O O IMSEM, i f CC1YMW LA" AND CMfW a REM WXU all COfRO 0 mmOm ME PRIOR WRI EN COROOR CAN-CRM U.d' . MC- nORVR= ma, r/.l MR ROf As1a A V. AM 13 anu ti ammn STXD at . wo is a" Lwa/ . mM M M 0 n M M. a •mu IK TO lrao,4 of am'M RM[a ACC CMWM &room i CMCWOI pal7Cnm f.. aaa r0 M " a CLCO AI0 u MM rimL r On m w RmOOIOM QAC4 m MUM - PM it t.m•^ LDM% C. - AOa FM fOl A O LOON se) ... O W XQUO Caul rAUXA00R Y 010" i MrLmL arOl a" 11 CV! "a CHI 0= 10 K rLm IDA OI:R R sum" fwm rA01 OO. 0 a A If W= LMT= A Ow"m rM0 pp EN. 7 lad: •17 f: : :• i i7h,i(Si1f,dZi 'c l' i.J.,:E,u,E•,::R f:l , r>as m rur>a®vmn oo yoa-cvvn lu:artryr[atsvefaY.Tr vt•o elrvtn ecrw .rsEartlEis.::rR,ea••veY• IR Rvi sa rlQYt7m:]i C]I[F I'li li>11iLUl1CtYNtlt}1::J17CZEra Q1• nc:r;evLlrn•.xacuu•rra:itsERr.E aanEua+nn r• • . • fL[i'Si[7lllt[Fi}iP`I I rEt lJ 0 tcln L PRODUCT MISCD nR cOmrAy,m rvUh l4O Flai 6RAdin3Cbe4 AeecpmmNo l7 og21./g PxonuCrnt:vlstw R.uma Pxp uwuwr4 /j//%nl v_ m Lq Code CRAIG PARRINO`,uit;l" G .•' 8324 CR 579 SEFFNER FL 33584 FL. P.E. UC. NO.4475 PRECAST AND PRESTRESSED LINTEL DETAILS CISL' 11-11 o,usll /r. +moo ww,n suw A::.cic `j 3h< 67 C'1lTQED IN Mao ARm fi I [uwln ran: sm I or I I CF_NERAI NOTFC re 4'aKgt fnw-3M0 6' & 12 X cata ,(Wdr-fine 0c° a Inch apgnpt. m 3a oro u , t -Q0.71pv a C4e KOr ofd n nct r.Or Anll h6 ed. W mrlar pu A5N CDO bp u ar S 2) N at, b•d wes bored an mkipm 4 6d, ftw&A bemh9• E,,Vw Safe bode for Mtd type Alr ,2Ue rid 1MIber.deced 6) 4g% a badnq M,fth b to. eta i I/2 Icahn 5) Pmil. td motor bd and Mod We. 4) a1. bub lxd" IM pwud Mc3e4 fu 9. daLF Eec9c %{ 24 y1d4ipq 1R + 2a- 1 S) Al rnteM =4 ar ..cad deRRIMn. E-lk u.td tyPC2 do ITFD Ii-1' tt M W meet or o=d L/Iw ddkclbo, un b rovw to cmgkm me d rngg Ib. D.r11• elf Code Seem MIX u ohpbrnde, e) gum W Gahk ae r.pk.d, 7) 4' sold [Mole to be Waged •/ ' am.,I;m baan..ld and e' memnmdlvvuemmLLt d e) mt'or eNcw.l domroatsrdr mod campy ah u. ar.Vla.tvrol 9) Th. dedgrm t^r/ emkcl. accedreled bade bam W safe Wd tables bF orn fedaid' agLmad:rte r"je* mu cad char at d-*M from Lb- 12) r a<•all .Wdtg aMgrmft ndcVadfllw u,tr to o=wdftM IM • wraAweofrnldtIndola (..door orwd. °°'°aUer ap!•• a ird t aari+4 a ao•trq o1 dauo .ppled = eamdmrco(g2h ATN fy?t9 2f a14) llow a Obi. i•a! Im9Mtldl6 1Y. -0o*I• a roc Avot Sdo + FrpMe1_ Whedd Imd 5 ID Sd. verOcd bW ol Safe aaradlad 16) 1'a omposR• Ml hdolb not sbty% na. edo lad from Doi beer MIA ebom,, 15) Fa Wd Irgtbo mt An k be. safe bd Irom not Ie quL la-0 dcta. M 3A bod, are Npabrpaud .double k.d. le) Sd• W6 baud en roC*W dedga t'4'!. For AOI Ma dany d AO 31L 19) dalmal I, Ww ed mnad buy 6nb (ROeI) *m Oi. ", Su d".IF. b.)mo Pm•I500pad SEE SAFE LATERk LOAD TABLES FOR LOAD PATM FOR EACH ADDITIONAL ILFCWM 7i1 (UU) RE 1) J5REBM FOR Y UXTELS 1 Y C R TYP 2) J5 REM FOR 12' LINTELS S'•ti` GR40orGUOSAFELOADSFOR 4" SOLID LINTELS ICA -4AWN GRAVITY TYPE LENGTH 4S8 S- 6' (42' PRECAST 1180 4'-0- (48' PRECAST 959 4'-6' (54' PRECAST 789 5'-10'(701 PRECAST 460 6'-6' (78) PRECAST 360 7'-6- (90' PRECAST 260 9'-4' (112' PRECAST 156 10'--V(12fr) PRECAST 116 12U8 4-1. 4- cm UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'-6- (42' PRECAST 687 371 4'-0' (481 PRECAST 597 320 4'-6- (547 PRECAST 529 258 5'-10'(HO PRECAST 407 148 6'-6- (7n PRECAST 368 118 7'-6- (90' PRECAST 280 87 9'-4' (1121 PRECAST 187 55 10'-6'(12n PRECAST 152 43 12FB 12M 121" 16 10) It1L - Nd Rakd •~•. : ?'!:':•.`? .•,;• 11) tldla. rkW dded r.bw to be beal.d d tee batbm of N mM 0-4- ' r: M1 Rr. '•' '• t `, . PRODUCT Rt VMW 6U8 6F8 6F12 016 • • •'.%>•' I toll, Ihn Foridr c+.mew IrmaSulkingCbb .. .. • • Aarptx. co No4r_„= ). / 8 s - ',`<;;:. ••L•.• I Dot TYPE OE.^1+ ONATION .• " •'`''' ^; r-rumatoaaula-uaumn16rJdata 1, J•+ .<.. ^„•:,,. ,:',c'+'2. a7.mf a / f oun Al •' • :-•r',.'J!. ,:'b n: tartan V L( 06'd •+7:i' S p ::::.+a• . , •.Er . v +1 121`16- 213/ 2T F.; ;:'•s4:'ux mad ;%;..• :: ;, ?' ;; +; J lWA.V'' •tor'. t'k..,.y.`4: .•w.r,•.:. ,.;r.y.:. p.e g1j17JdN 1R `• •.` F 14w•.I' L'•1•_r: •••'•:.•-n f Yam:•".. r+: Ira. tq.m." rum re• 1lmf • •','•' n•!,.(.' .e I - aw • i:• . j: •• j.: 5,. ''S!t r%S,e ,e ua•';•..i. .S '.S^: ;!: avn 4561. 4, bs 12F28 12F24 12F20 L• PRADUCrnwisiu) itmac• m MR uaty 0u L7oddn ma rmano :, 1 t etl 1i • • • • • • • • p' ,p : CRAIG PARRINO g>pl°"f 0n pya - cO • • c j 12' ttou9uL n+ otlf i.,<TjQ ,.' 8324CR678 O/8 6F32 6F28 6F24 6F20 e-7ONA'L"O" .'' yFLjpF{ SEpt Irgq g ' ° ,.• r „ E am OF (/(/ J j. —CAST—CRETE 4 6" & 12" LINTEL SAFE LOAD TABLES C e t { l_/ LLI_i—a> \ rl .R,!"b C;` w F,I RALC DEOI'I4 aRA1fl11T: A)UN AFfUUO SUIE• 0.1S G771CJSG&1 WE 5 4 15 = Or. 040 PAMO, M - •0. VA 4056 PIMP. 60. 114612 W 1 OF 3 SAFE GRAVITY LOADS FOR 6" PRECAST LFLINTELS 4C—T.4wna SAFE LOAD • POUNDS PER LINEAR FOOT TYPE LENGTH 6U8 UB-18 6F12-18 EF16-10 6F20-10 6F24-18 6F2B-16 6F32-1B S-6- (42-) PRECAST 2332 2675 3B92 5050 6148 7227 8297 9357 4'-0' (451 PRECAST 2025 2313 3592 5050 6148 7227 8297• 9357 4'-6' (541 PRECAST 1654 1887 3633 5050 6148 7227 8291 9357 5'-10'(70' PRECAST ' 1067 1260 2198 3557 5734 7227 U97 8225 6'-6' (78' PRECAST 949 1078 1831 2850 4328 6737 8297 9357 7'-6- (90' PRECAST 779 80 1459 2188 3151 4524 6654 9357 9'-4' (1121 PRECAST 584 660 1056 1523 2084 2795 3731 5017 10'-6'(126' PRECAST 503 566 895 1270 1705 2236 2898 3747 11'-4-(1381 PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-0'(1441 PRECAST 425 477 744 1042 1377 1769 2238 2808 iJ'-4"(160 PRECAST 373 417 646 895 1170 1485 1852 2295 14'-O'(16BI PRECAST 351 392 605 835 1037 1373 1703 2087 17'-4'(W PRECAST N.R. 299 455 620 794 1 985 1198 1437 J) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 1 SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATERAL LOADS GAR A- DRPPAAT I IJ IMTFI Q 1 SAFE LOAD PLF LTYPE ENGTH BUB BF8 RCMU S-5- ( 421 PRECAST 587 1055 596 4'-0' ( 481 PRECAST 487 787 445 4'-6- ( 541 PRECAST 416 609 344 5'-10'( 701 PRECAST 300 350 198 6'-6- ( 78' PRECAST 263 496 157 7'-6- ( 901 PRECAST 222 367 116 9'-4- ( 1121 PRECAST 173 352 74 10'-6-( 128' PRECAST 15111M 11'-4' ( 138' PRECAST 13 12'-0' ( 1441 PRECAST 1313'-4"(160") PRECAST 1114'-O'( 16nPRECAST1117'-4'(208') PRESTRESSED N.R SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6- PRECAST U-LINTELS 4OX1-4- m SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6T8-1T 6F12-IT 6F16-17 6F20-1T 6F24-IT 6118-IT 6F32-IT 3'-6' ( 42' PRECAST 1412 2074 2715 3358 3997 4638 5279 4'-0" ( 481 PRECAST 1225 1800 2357 2913 3470 4027 45W 4'-6" ( 541 PRECAST 1083 1592 2084 2577 3069 3552 4055 5'-10'( 70' PRECAST 831 1222 1600 1979 2357 1 2736 3114 6'-B' ( 781 PRECAST 723 1097 1437 W 1777 2117 2457 2797 7'-6" ( 90' PRECAST 648 863M 1249 1544to 164014 2135 m 2431 9'-4- ( 112-) PRECAST 575 571 910 1252 1492 1732 1972 10'-6'( 1287 PRECAST 514 462 787 1121 133 1551 1786 11'-4-( 1361 PRECAST 474 404,1 685 985 j 1213,4 1442 1645 IT-0-( 144 PRECAST 454 38Jo 819 888 1093 1299 1506 13'-4'( 160') PRECAST 402 308 516 738 906 1078 1247 14'-0'( 168I PRECAST 368 2B5 475 677 832 989 1145 17'-4'( 2081 PRECAST 253 Lr, 208 3MJ 476 585 IN 693 603 0) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REM SEE GENERAL NOTE NO. 4 Er 44 D- CAST- CRETE F Int Imo, oMN1-14 PRODUCT.4Fivism) W -0mPIYifl8 wilh ft Floida 8aild!ng Coda Acccpmnce r o Z- o Z /,18 Fxpi ADalc /8 Dy M: mllDct ntrol aRonucrltDws:.o yti anlialn" gg WmItAFlida Aa l> H 6324 CH 579 M' - SEFR4EK FL 33584 i3. P. E. UC. N0.447m; 4", 6D & 1211 LINTEL SAFE LOAD TABLES aA W. Im MAN I sC w NU LOADS SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS FnR 42 PLATEcns T I)JJMMS SAFE UPLIFT LOADS FOR 12" PRECAST U•LINTELS CiiMTe SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TMPE 12UB 12FC-ZB IZF12-29 121`16- 12F20-29 IIF24-28IN2&29 12F32-29 S-6' (421 PRECAST 3428 5000 5838 7619 9352 11060 12755 14435 4'-0' (48' PRECAST 2923 4232 5838 7619 9352 11060 12755 14438 4'-6' (541 PRECAST 2396 3464 5304 7619 9352 1iO60 17755 14438 5'-10-(701 PRECAST 1612 1 2320 3218 5234 8487 11060 12755 14431L 6'-6' (78' PRECAST 193 1 1986 2879 4196 6421 10032 12755 iM 7'-6' (90' PRECAST 1138 1625 2131 3218 4676 6756 9763 1352J( 9'-4' (1121 PRECAST 795 1216 1535 2230 3083 4167 5593 1 755 10'4-(126') PRECAST 614 1043 1295 1853 2516 3323 4334 5632 11'4'(1381 PRECAST 518 945 1162 1649 2216 28W 3719 4746 12'-O'(1441 PRECAST 4% 878 1073 1513 2020 2617 3333 4206 13'-4-(160' PRECAST 3,59 767 926 1294 1709 2188 2743 3409 14'-O'(168') PRECAST 321 7200 665 1204 15B4 2017 2451 31061 17'-4"(2081 PRECAST NR. 451, 631 881 114 q 1428n 1750 2102 I9'.4'(2321 PRECAST NY. 3430 477, 700 925 1152 1380 1609 j) De 1 AWM D7 PA0MM ARE PEW" REDI10009S FUR GRADE 40 FIEW ADOEO RMVL SEE GENERAL ROLE M 4 SAFE GRAVITY LOADS FOR 12" PRECAST wl2" RECESS DOOR U-LINTELS 4colm-4011" SAFE LOAD - POUNDS PER LINEAR FOOT TYPELENGTHPE12Ft11612iG628Y1ff1012R}la 12BTI6- 171322- 12N20 12RF]0 4'-4" (52) PRECAST 2538 2942 5468 7564 9640 11669 13679 ISM 4'-6' (54') PRECAST 2319 2740 5468 7584 9640 11669 13879 15672 5'-B' (681 PRECAST 1347 1841 3555 6395 9640 11669 13679 1587% 5'-10'(701 PRECAST 1259 1758 3351 5954 9358 11669 13679 158 6'-8- (801 PRECAST 924 1430 2633 4415 6884 10354 1 1480(( 7'-6' (901 PRECAST 703 1203 2157 13494 1 5259 7922,j 9623 11329, 9'-8' (1181 PRECAST 389 843 1451 j 2157 1 3203 4427 5417 6380 C,M,4,M,q SAF LOAD PLF LENGTH TYPE 12US 12FB RCMU 3'-6' (42") PRECAST 1295 4841 393 4'-0' (4n PRECAST 1295 4841 299 4'-6' (54' PRECAST 1049 3922 2417 5'-10'(70' PRECAST 681 2547 1552. 6'-6- (7n PRECAST 579 2167 123 7'-8' (90") PRECAST 474 177) L! 9'-4- (1127 PRECAST 355 1326 58 10'-6'(1261 PRECAST 306 1143 454DD 11'-4'(136') PRECAST 278 1041 38 12'-0'(1441 PRECAST 260 971 34 13'-4-(1600 PRECAST 229 857 278 14'-V(168") PRECAST 216 809 251 17'-4-(208') PRESTRESSM N.R. 633 16 19'-4'(232' PRESTRESSED N.R. 534j 130p arL ULNUM Nutt 10 BATE LATERAL LOADS FOR 49-DOCt`AQT-J 9- oCCCOC nnnD I IJ ihmm Al 4w"-t~m SAF LOAD PLF LENGTH TYPE 12RU 12RF6 RCMU 4'--4- (52' PRECAST 1295 3592 258 4'-6', (54' PRECAST 1213 3458 2417 5'-8- (68' PRECAST 784 2236 165 5'-10'(70' PRECAST 747 2129 155 6'-8" (801 PRECAST 602 1716 117 7'-8' (90' PRECAST 504 1438 914 00 9'-B' (1161 PRECAST 355 10114 911 ICMM4-m SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TMPE 12F5-2T IVII-2112F16-2T 12RD-2T 12F24-1T N26-2112F32-2T 3'-6' (421 PRECAST 2752 4287 5613 6938 82H 9589 10915 4'-0" (48 PRECAST 23W 3721 4872 6023 7174 8325 9477 4'-6' (541 PRECAST 2113 3291 4310 5328 6347 7365 8384 5'-10'(70' PRECAST 1623 2527 3310 4092 4875 5658 6441 6'-6' (78' PRECAST 1444 2269 2972 3675 4378 5OB1 5784 7'-6' (901 PRECAST 12570 767 258 3121 3111M 1117 1128 9'-4- (1121 PRECAST 1028 1171" 2006 259D 3087 3583a 4079 10'-6"(126' PRECAST 920 947 1612 2281 2764 3209 3653 pj 1l'-4-(136' PRECAST 85B a 829 1404 1982 2441 7.992,3364 12'-0"(1447 PRECAST 814 j 753 1269 1788 2201 2616 3032 13'-4'(1601 PRECAST 678 633 1057cm 1485 1826 2169 2513 14'-0'{168 PRECAST 622 586 974 1365pv( 1679 1993 2309 14 17'-4"(208) PRECAST 434 427 695 964P4 1182 1402 1623 19'-4'(2321 PRECAST 366 3701 593 617 lW2J 1187g, 13720 Q WE HWREAS IN PARLHTHFM ARE KXW REFA MNS FOR GUM 40 MO ADDED WWAL SEE GEIE]Ctl ROVE M 4 SAFE UPLIFT LOADS FOR 12" PRECAST wl2" RECESS DOOR U4JNTELS 4pN SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TMPE ItEF6-2f IWtO 12RF14-2 17RF16 2 I711f22-2 IN25 IM30-21 4'-4- (5n PRECAST 1626 26FL5 3746 4806 5967 6928 7989 4'-6- (54' PRECAST 1558 2582 3602 46D 5643 6564 7684 5'-6' (68") PRECAST 1210 2042 2850 365a 4466 5273 6081 , 5'-10'(701 PRECAST 1173 1984 2769 3553 4338 5123 5908 6'-8' (801 PRECAST 10201 1538 2426 3114 3802 4489 5177 7'-6- (90) PRECAST 904 1226 2163 2776 3390 4003 4617 1161 PRECASTI 703 IX 771 147299 MI 2663 3145 3628 THE 10 MM RI PARDMESIS NE PERIM RWXM Fql - ucc ucnuv+c nvic a,- RIDAM IH PARUMUS ARE P RMff REDUWIW6 MR Q= 40 FIELD AM REBATE SEE LiF10AAL WE M 4 PROD G • • E N S' • 40 M O ADDED REBAR. SEE GENERAL RWE K 4 a U1 7 RE1'' h. PRODUCT RRVISFD sD Did I wim tha FTonda .447 m comply4nj widl Um Flunida DuWrg CDd. 4ra Dm g ,'Q ••• T E gI F/1.4\/4p lE4w n m 0o/ o P/ CR799DR44R5743 335 SEE GENERAL NOTES -SHEET 1 OF 3 10NALt: F{ PE4r1 E N0 N wv 14424401, —CAST— CRETE 4's, 6" & 12" LINTEL SAFE LOAD TABLES c c a 14 # +f . .. a m _, ; .- _ .. .,• I> VE AWC inn-14 OF/11N m 10NW AARAID STALE: ILIA -- RO cm FARPOD, F.E. - M IAM MRADE IVIiAMI-DARE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mvmmiamidade 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 Ilaving Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. ,FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Pan•ino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MIAMI DARE CONOA No. 17-082 1.19 UNTY Expiration Date: OS/21/2022022 Oct/ Z$Zo J MEW Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; prepared by Craig Parrino, P.E., dated 06107196, revision Al dated 11108196, sheet 1 of 1, and Draining No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision 44 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, perASTME-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, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Al ill Certified Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29/96for 45 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01128/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96for 45 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-MI9805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04103/96 for #5 rebar by Birmingham Steel Corp. ti my A. Mahar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E - 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196 for 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 #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheet 1 of], prepared by Craig Parrino, P. E., dated June 7, 1996, revision 92 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables'; sheets 1 & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/71/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January.18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 G-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 412-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 914-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. k"71, d elmy A. Mal ar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (AM. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per AS7ME-529-94, prepared by FTL, Report No. 16-0425.08, dated 01126117, signed and sealed by Idalmis Ortega, P. E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. C11cimy A. MakarrP.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. 1. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 10. NEW EVIDENCE SUBN1ITTED 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. Letterfrom Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. elmy, A. Malcar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-6 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS PRDDL=RE'A• MZD PRODUCTREVISC u cwtpl lo[with tha Fl id. n 1Cag t il11 Ina Fllu,do Du0RdAldo a A.Vm, E. ,Eo -0 2 .i4 mcVan Dmtn L.21_I ionDwc BP E1 PRPDUMT PENEWE omip" Tfllh U» D.Od106 Code r MteU4lpeefm lyIW /u DY H[ F TYPE 'A' STIRRUPS 7/32" 0 BAR M snRRUPS 6 1 STIRRUP DETAILS YYL RT; R" PRESTRESSED U- 7/32" 0 BAR TIRRUPS TYPE ' 8' nRRUPS 't M 5•- B" UHTE, STIRRUP ETAILS w1A, lv oc r r rmrrma.s Elri;il[ 30GF/tl l.''Y[IGSiN TT Q-3'ri t,ca0 mel+r• a c rlclavL stu:ss a'.>v FCCff[nillmlElt/ LaMs C1 DrT 7f[YS[>dIG71 0 lwl rj1r FL A" PRFrAST W1 2" RECESS DOOR U-LINTEL DATA TABLE 1 iilL Li;i3L1 171 L Glf,1 Y,11 VlYL':a11: SmCl/.p E3GyitaLrai C11{Lr'77m1J[f1•::.4+1!!'F'F?!!t/EF3:51E7 FJi©L7t Y C IG CG1ifC;i[dZtlflJflL'"1<JR LlSi Ti[ SQY 1'm3Jr"."'",1I.T sL":de1G3m©/lam Q•y(] GytaE3m[[!21r31a[L11.J1!R:^fFf,UGi V`L t<>< aG ili< ii[li F3:f RIK f17r^+['i1f:IaO R},.!!!it1T` i L'J"'F',mit;• I:S[dGStr"S7L? I1111![' n n OF 7 t WrP1P,1A mE •r m.rn Ju 4• Emq A= Eptl, r tt tlN"' RFIIIFORCI(Q rAOE FAORISITICN LOOEL •' /. MEr+E 7 RtW n 71 W — TIY 11 1 1 EL REINFURCINO GCE rAaRICAEON MODEM PRFl:h4T 11-LINTEL DATA TABLE ll y n I1Y.ii77rFJ'i(i.Y•M SIIJ.iRIJ::dlY ilJ'Ili:W:Ri JIi1931 Emmr•;; 1T l!11 iIL117iJOEMRMA f>[ caittT' morzntrt rresaivnas ca MA MIL!/! J JGffJi VtiL'`][]Ci 4 Mkk ailESfl31• miudi!l'!t]G1iFll1L"1.1k7C1mL'141t 7OLyF7EfLflrSmmrjL10 7 C; 1•Ei?af'.'iSCSiF/J.:.IEG WL10 ra r.= 1 Nam aaamr>zmrse urwgrlRnmrnn rr> ao. r[slss+ nm+MEN r[+r amadmW" m.r s>s>m uEr:siai u[oaaE,ma>. ma9c>a[ rm r:>>irr sJa a 11a7 rRo/ 1UILTAW WfoaWTloN IS rRoWn FOR PSOWXT NPODYAC 'To rrO7ECIW In COrrmw LAM ANo rAmicT a RrAIoou= on oa vro TRTaVUF T1 rRtoR YEQIIEN CaRSENE or QW-CRETE USA. m I. EDMFOILCOIo FRli T/rr W ASTU ASIOJ N, 1% 6. NOTO UR TOTAL MJNILOI of 372WS AND 15 IMS tWt .o ASIN Aft"" F/I. Plan SEmluEo a COUNIEO SEANTOM FftW EACH Djnm STOESI lon-IIt1AW Wi H[lErEi51Mo Eft of THE REOMC P UOEJ MIT EMNr SMAHO ATTN ARIL - Mo. or SITAIM . L TNEII TIM y t> oynPr[ Ctl[roQISI h •Moo PM for r }U11FmmM CAGE YOOM SNOEA IL SRAUpS rawmiltO MU34 1'.. an r31 Jot ALL ! EACH 7].. as= a am UITEES. L Za J`OaNPr of lalrr.QEnm n.EAS PER a. OIOIAL 1}SSFItrS lo6a - 670 , IJR oU.TA of Co== NAT K USED m UM Of tETTXEM UJIM AEIRPOg W CAOI 1. 3TRPM M, Plisn 3uC To EEsm urwM WO NAI MM Imcm LINT Ery p • ; PRDDIICTRIM= Pandi-9 cod. E.m9r t7orwe e .*,', av UmEllEba 2 is 6324CR670 NJ U atvamE" tiN'.•`','li; FtPF. Eitc. N 3M. TTR[J CAST—CRETE 8" LINTEL FABRICATION DETAILS FILE nkm 06011-T/ JIM ft WAD Pam r.[ - nu 30. 40i4 1 =a SOr Fa SERE _ Fn.3 1 Olumn NL m ULU I Of 3 C nAc= noh%n7V 1 nhnc FnR A' PRECAST R PRESTRESSED U-LINTELS ass+ 4aetn' SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENC9TH e15-De eFa-1e e112-05 8L12-1a eF11-9 16`16-4e tF20-06 area-11 8114-0e at+-Ie VM-W M-1e et72-M e1`32-11 3-442'j PRECAST 2231 3711 503 UM a054 I502 10951 7D69 46M 113 7547 9274 IM34 11e09 0" (48 PRECAST 1968 2751 3M 4920 5"1 7404 e107 2m3 M5 0113 7547 U74 Im94 IISM 4'-6' (541. PRECAST 1599 list 2110 2031 3753 43A sm 1224 2109017." 1113 7547 8572 10794 11I09 7 PRECAST 1211 t349 Ifa9 2560 3123 3w 420 1603 A65 7547 7342 a737 10127 5'-1D'(/07 PRE= 1062 1105 1031 2060 2549 JOD9 3470 1451 4360 69 71e1 SM e'-5" (78') PRECAST gD6 tt35 3031 3707 4353 6"1 1233 3450 5351 11360 lass 7'-6' 90 PRECAST7 7 1011 2632 2203 M 3194 36M 1011 129 26e1 1 3096 501 1467A 4+72 9'-4' (112'j PRECAST e e,t 6» I115 Me 251< 346e 2815 3302 762 120 ISO 2564 305 1 4703od 0110pq 10-6' 126 PRECAST7 475 Z AN tx47 200 2777 2103 253e W 10Il Ti—m 2013 27a1 uaod 4754 PRECAST 362 Sat 341 1360 1840 2423 3127 4001 sat 1 045 13M 1646 24D 3127 A 40M 12'--0' 1M' PRECAST 337 640 373 1254 16a4 l 2e05 3552 540 973 1254 1684 2193 26n5 355z 13-4" 1eM1 PRECAST6(/ 296 471 755 107a 1423 1MA 2316 2653 471 755 ID73 14M We d314 23&1 14'-0'(I68 PRECAST 279 124 7D3 I002 14" 1697 2127 M 42 701 1002 1321 1097 2327 IM 14' 8' 17 PRESTRESSED N R rO xR DA c rt ra w4 Ae 455 M Ina 10D1 2N3 2517 2712 15'-47(1e}') PRESTRESSED N R m NR gIr78.4 ILA NR R2 412 710 1250 3 2320 2113 tY-4' (208' PRESTRESSED NIL fiR ea 300 su51 15130 ttD9 IM xDN 19'-4'(232) PRESTRESSED N,R. tdi 9a 91 775 AR 235 4m 760 1202 1510 lnl6 21'-e (2551 PRESIMME0 N.R It3 N3 7Dt I3t Ift 11A 34J40 Sq TIN ISe9 4s141e 22'-T(2641 FRESTRESSLD N.R. 163 2 165 Ste 5a70 1047 Kart 11132C-O'(28n PRESTRESSED H.R. Kt1A Hi NRIn2SD45006410921222 SAFELATMALLOADSFOR o• mennrr a ono-a7aca01m I I.I a2TFI H SAFE LOAD PLF 1 ENp L TYPE 8UB BFB R .MU 3'-6' (421' PRECAST 1025 1024 1598 4'-0' (481 PRECAST 765 763 541 PRMST 592 5St 5'-4' (64' PRECAST 411 411 d45Y-10"(70r) PRECAST 340 339 6'-6' (781 PRECAST 507 721 490 Y-r (90 PRECAST 424 534 363 T-4' (1121 PRECAST 326 512 230 10'-6' (1261 PRECAST 284 1 401 180 11'-4' (13G) PRECAST 260 452 154 12'-0"(1441 PRECAST 244 402 137 1Y-4"(1601PRECAST 217 324 110 141-O'(1681 PRECAST 205 293 100 14-8'(1761 PRESS N.R. 2$4 91 PRESTRESSED N.R. 259 83 11-4'(208') PRESTRESSED N.R. 194 64 19'-4"(232') PRESTRESSED N.R. 148 52 21'-4' (256') PRESTRESSED N.R. 125 42 22'-0' (2641 PRESTRESSED NR 118 40 24'4'(261 PRESTMEM ID N.R. 91 33 AAFF LIPLIFT LOADS FORS" PRECAST& PRESTRESSED U-LINTELS hstlIft*_MM SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH a171-fi 8Ta-2r of 2-17 I UM-21 anD-17 al`1e-21 aF20-R e7io-a 6FN-IT SM4 ff I U2&-IT area 8f32-IT eF31-27 3'-6' 4 PRECAST 2 s 4394 5263 700I ismism 2eS5 3524 4394 S241 e132 7001 4'-0' (48' PRECAST 13M 2305 3M 3315 0 5375 sm 5365 2703 1 3010 3315 070 3325 FM 4'-6' (54' PREfyIST IM 2040 I 2M7 3375 4043 4711 5372 1207 204C 2707 3A5 40W 4711 5379 6,, (,j PRECAST 10{e I71' We 2DIa M" 2I 4 5Y! 1010 1715 2216 2a16 3399 3981 4322 5`- 10'(70 PRECAST 909 ISO 2593 3107 3M4133 to H 1547 20M t593 3107 1 3M 4133 8'- 6' (781 PREGST 1 H07 1860b, 2329 279N4 3n1 371 135 1407 a I= 2790 1 3251 3712 Y- 6' (80j PRECAST 727 tas 1624 2025 2425 2e27 322a 717 1224 1624 2023 24211 1 2827 3228 9'- 4' (1127 PRECAST 53! 70e n Mimi1474 1816 21ID IS90 521 an 1318 1 160 1Ia3 I 21I4 1 2619 10'- 6'(126)PRECA9 6M 576 We od 11115m 1491a T736be 2011 630 Me 1180 W 147z 0 17D3 d 2346 11'- 4' (136' pTiECYSf 474 e00 1007 1274 1513 f753onj 494 607 1D42 1372 1143 1215 21a7 12- 0' 144q PREC4ST 1470 455 774 in IAA 13a9 ISM od 470 550 94D ism lulu lei 2075 i Is-. e(160' PRECAST 41a 3" M7 785 961 1143 1323 428 . 400 7a0 1153 13 1 IU7 DA 14'- 0' 168' PRECAST Ja4 356 MD 724 1e3 1054 1220 WJ 410 425 T17 10U M 15a2 1107 14- 0"(176 PRESTRESSED 3M sto a2 ds 97e 1131 245 395 663 930 IM 151e 1734 15'- 4'(184 PRESTRESSED 224 317 IN 4e6 ud 627 pA 7E9 o, 111le 1054 7A Sae 015 e0D CA 1240M 1460DE 163 17'- 4'(2081 PRESTRESSED Im 1 405 z Me nd 755 tn3 192 Art 690 d 740 cA I U71 1473 19'- 4' (2321 PRESTRESSED IM 28 343hd 447 MI 547 mi 647 t, 747 gall 69 253 429 j In k A 141 hA 10591,1277 2V- 4'(2567 PRESTRESSED 14 2 11 307 397 e9 59 6di EK22M373s» 721 9D5 104a 2V- 0' (2641 PRESTRESSED 137 197 V3 DA 379104 422 M 541 A am I37 223 SSa 513 Ofa ra art! 919 24'- 0' (2887 PRESTRESSED 12+ 17D 2b7 3+2 I6 192 59 12+ 202 J79 433 n 601 570 f) THE NURSERS IN PARUMTHE5L4 ARE PERCENT REDUCTIONS FOR GRADE 40 SEE GENERAL NOTE NO. 18 ON SFffi 3 OF 3. p) T 4 FIELD ADDED REBAR. SE CENERAL NOTE NO. 4 ON SHEET 3 OF 3. 7'RODcram' UC7' PILODUCT2EVLSEDYRODt, CTRD m u,4aylyila31AIE 01a 3'fm1d1 Bu0dlrpych.VewM 9u Flnddo asSSA1plyin%Ililh 111c Mrldo Building Cala A rLrP No oZ2i•/s FW n Na O o nu•37' rjwILa°4z 24 zCs41 1 2oZ2 Ey sir. B1i 1Q61 aconimt MI rrr NFRkI_ NOTES - SHEET 3 OF 3 i •« ll' "-" 3\Fez I,''• 1 H Q - I=" AK[ rUu:t141 KWUu0unz, r%A% Va c +u GENERAL NOTE 90. 4 ON SHEET 3 OF 1 CEN r: n / NLODUl7RAY7eDD O" L TEyCRNEIPARRINO !C Z6S24CR679FLPE. 0 yS/nAlnt - - - AST1ICRETE 8" LINTEL FABRICATION DETAILS 7f67' 1-14 I 0m r. am 171.m /.L - ®. A9. 4D31 SIMI Gar t0 S= Val/ It 1 m7 ma CMoatsm4 F.L - tM 6A 4851 I =Wl u R3 s= 2 0r 7 d SaPr rRAVITY DADS FOR S" PRECASTw12" RECESS Ob•OR U-LINTELS 44ST•0--o SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH • et{U6 mlt}ao WI MFI WT1n•<6 MM-W OFM ova le e1F10-t1 W14-1 wre-1 W22-1 mu-1e ii 4'-4' (521 PREAST 1635 11421 3755 0 4349 542f 64a 7W tt401 Si97 5206 Gas am ern 10693 4'-8' {54 PRECAST 1494 1 33e3 2992 395a 4246 av24 a904I750s9e3We5206a639606047eIDW 5'-8' (687 PRECAST 866 920 1770 1718 2277 Mg 3402 39G0 1117 7 24ai 4557 MM rA 7917 1311 5-1D"(TO') PRECAST 810 e;9 Isn 1600 2124 2540 3174 3700 1113 23a 4242 C631 Dd WON 7402m aloe 6 -8' {8D') PRTiAST 791 901 I= 3120 5W 7747 2445 735D 9D1 IF25 3120 504a 7915 0479 1 7 -6' (1J0') PRECAST 669 735 1490 2459 3776 5743 7239 0e23 735 149D 2459 377E 6743 Mlb 1 9'-0' (I f8' PRECAST 411 11 It 1560 2133 3129 4091 3146 520 n1 1500 2253 3129 4150 5a91 ic 9AFE LATERAL LOADS FOR R• 11REOA9T.A 2" RECE99 DOOR U-LMTHLS SAFE LOAD PU LENGTH TYPE 8RU6 8RF6 R[iMU 4'-44 (52' PRECAST 758 757 1164 4'-e' (54' PRFVST e94 693 1073 5'-8' (Sin PRECAST 408 407 655 5'-10-(701 PRECAST 382 381 616 6'-e (801 PRECAST 595 788 464 7'-6- (90") PRECAST b09 674 363 9'-8' (1161 PRECAST 370 490 2i4 j) THE NUMBERS N PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 1 SEE (ENEIK NOTE 18 FIELD ADDED REIIAR. SEE CEIRStAl. NOTE NO. 4 I) 121 MMolt w. old crd r . D"d ym 5-1/1' Mp a.kEu d lM 'Ad, t. - m d.l d7 d gr wj. h 0' d .Dee 0W e pr d Ihlad i1900 y p gUfqN) w 3 Ii70rN aFi•rm rul 13)11r oWv rrlm d iaklf Ir 1 iu ukdw cvienb Rurou tA N Oan M d garo ry65cdr r rsca to >L'1? IKZD ar Aur M7r(c1dM owl*. a» vp ii.gA= 15, Ifm w_7 Ail, .M W ' Gp1II{ fU '-0y h. dcld 1 1® lri[d tM nloh j 'dM9.4m1rdr•N A90t A411 Wd. 27D W reWlm aatx w Aml m0 IIPr N v i AppDd ratird WI } H1iea a•a•Ir kd IA SIG 2) Al .es fad wd eay aMArl 4 lad -Xof b7lb% FataxCaS { M 27f ilmmow, i 1i r" 3M INN bl to Iq m1pJI W d Kg1f. a, mma m 1. turn (rm ro! v 6lDhl okra kr lit fu W bgft W 4oM b. nG Imd bcm tad bn.A k1ft W. 3) FrAd. No order Id ad MA jdch 17) Sdr hdo r. rgrlMr. f i+.il. I..da AD To.6 64 Y'usin W (aced rriRua fr Iq Sl. bdf tad •. m11a.1 d.dg. widlil jr An 90 .x Aa 7u J32cAs Y-P yIdd 632-11 rdl Mb Md - 6477 17 i5i aS.eGa .3472 ) bW 11 H) A69 W kt d 1.4 yaw I. rNrrod ! 1b 4.w 1 a1Cl+d atlrad oral. oL my- i0ia UI ar Gr fild Sn ffiGa 1m"r. A Wds -A r esed_ 29 Id4c0.A bE+l 11- pad— WI lam. Olt 17 -i .d gef aerk or eaa.6 L/1a0 afidla. ?RODUCT Re^•4EW'rm 9WM-mn i M--Al, Ur to U.W Ir ft a+aGq W naM. Crd. S.-dm'idlJ.l VpacVe nu%be q s1trl taco Cdd4 m rwr..a . lSDOp; q 7) D.I T7 r le% be d&aF d lr b4 1a robam. kll..'~ml d lud .0,1 cmpy 4e c, rr,amd dhr AQ-o*p.G=llw-022 C iSEE SWE WDA WAD 1) b. a.4w a./ tladr uv.at,.W kris Oro tM wf. 40 Woo b7 16. t and du+r d 4-u+1 6om W. ty.; W= FOR LDw Wavy FOR EM'li AD6 pHA1. ldd.9q .1e . rndag mo fa..l arp.rl, RUIFORCFD 001 (RC1D7) FULL COURSE 10) ex - Not A" Iwo mm 11) wim eIY .6" rdr to k I..w ei U. t u- d 11r um -4 1/2• MR TYP t Z) +5 REUM DMd MAID at OR60 !kO4 SAFE UPLIFT LOADS FOR 8" PRECASTw/ 2" RECESS DOOR U-LINTELS V>,r6*-m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH I 10-1 ARF74-I W18-I 0W-11 nRF7e-I MC-fl exFi-zr M16-- ov14-21 MO-2 WT22- 08Fi4- 8WA-21 4'-4• (52' PRECAST 1IM 23i•A 3059 3751 4415 6µ0 so Ima 2362 305e 3751 4445 5140 4'-e (549 PRECASTI 897 160} 272 2939 301 4275 4943 aa7 1604 Z92 2i39 3W7 4273 4943 5'-8• (68) PREASST an 1 797 2325 211% 3381 3911 675 1269 1797 2325 2a54 MR 3311 V-10-(7n PRECAST a56 1207rd 1749 2251f, 7773 32a6 to 2794 0 I= 1746 2255 2773 MS 2729 8 -8' (e0) PRECAST 570 Im 1113164170 2429 Wi 332a In 570 IM 2429 Zan 332e 71-6' (901 PRECAST N 742 2166 2611 29A fi96 an 2166 2%7 2163 9'-8' (116-) PRECAST 395 lee 151 1 21e0335540r70I201623.11 1) THE NUMBERS N PARENTHESIS ARE PERCENT RETNIC)IONS FOR GRADE 40 MU) ADDED RESAR. SEE 4;ENET,AL NOTE NO. 4 SL%a I}F12 fld@ TYPE DESIGNATION rF-RINDI1m1f4t09/U-@aM I T O7 S RW ATF7GIi1RMI"CDR CON BF16-1 B/IT LV#JWmmwmj OF 5JWV91A1X= pim AT,D? TS Mm Al U I -IN am OLIL mm eof lom um J ',u e: ,i• I t + • PRODUCT m 7 CR 000IM= in c=pIyblRDVmTwm mN3 Na t4eNsw Doe r /' 7 racauprItavuw a ! 0.44 7 77. , 2oZ2 mmmyiyn rillilhomrm Im D uct4iutDril UZ IDWk.11ak OaG r T4 OR c< p,JQOF C ' CAIIOP 0 rl4S 8: R.0 89RRER• FL 83584 an I fhitlTdaGfi71 lTa9(d07hiGl3 f[Y2kfiYk1:?2 / 8" LINTEL FABRICATION DETAILS 3( d.ITII=I RiT'.1::1[ICfiiif A1,IIL'1: a., •. . y.r' a:[ a9 id:nla,in ra, s ri. n e;;r,, !r.'..• =y ic3, s iI, r., fa rlra'vfi 7 m Y`Z4f(.kl fr:, 4.. ir/ mra.Inyaau.111•:1a4•IIa;; LYwri[f _ "r7QL t- .Z 31aC- CITY OF SANFORD MAR, ,U13 BUILDING & FIRE PREVENTION PERMIT APPLICATION O ---- Application No:.. Documented Construction Value: S gSQE4.150 Job Address: 3 1`1• Nib }oron 'Y.;ye. Historic District: Yes No Parcel ID: 17-20-31-502-0000- 2,,13o Wyndham Preserve Lot Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New. SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 .Fax: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC ' Phone: Street: 1405 Old Alabama Road, Suite.200 City, State Zip: Roswell, GA 30076 407-708-0161 Resident of property? : No Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 407-647-3700 Fax: 407-647-0700 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kutp Phone: Street: 20 South Maple Street, Suite 150 City, St, Zip: Ambler, PA — Bonding Company: Address: NA Fax: 215-646-8001 E-mail: sives@mulhemkulp.com Mortgage Lender: NA Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51° 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. fram.other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 3-lo-B Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name Signature of No -State of Florida Date tpp Ass Shayne Mangel to, NOTARY PUBLIC STATE OF FLORIDA w Comm GG113111 Contractor7Ar t i x1WeSI%?46N?lj Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ® Electrical ©' Mechanical [R Plumbing[R Gas Roof Construction Type: \/61 Occupancy Use: Flood Zone: yC-5t'ti A-cTgcN Total Sq Ft of Bldg: 2-4.+4Z Min. Occupancy Load: l L-k # of Stories: CL3 New Construction: Electric - # of Amps 1 ,5 Plumbing - # of Fixtures ) s Fire Sprinkler Permit: Yes No Er # of Heads APPROVALS: ZONING W- 000 sUTILITIES. ENGINEERING: WL L 'S` a"« FIRE: COMMENTS: Ok to construct single family home witif setbacks and impervious area shown on plan. q5.4 °% iMQ. Fire Alarm Permit: Yes NoE] WASTE WATER: BUILDING: 47& (3 - 119 Revised: June 30, 2015 _ _ _ _ _ _ Permit Application fit; 1 ; L. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1.. -- ( T R Documented Construction Value: S l l B $a Job Address: 3 51`1 n1i. man r; Ye. Historic District: Yes No Parcel ID: 17-20-31-502-0000- a13o Wyndham Preserve Lot Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New. SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fag: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite.200 Resident of property? : No City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 407-647-3700 Fag: 407-647-0700 State License No.: CGC1522347 ArchitectlEngineer Information Name: Mulhem & Kulp Phone: Street: .20 South Maple Street, Suite 150 City, St, Zip: Ambler, PA Bonding Company: NA Address: Fag: 215-646-8001 E-mail: sives@mulhemkulp.com Mortgage Lender: Address: NA WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: V 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 day be `, found in the public records of this county, and there.may. be,additional .permits required.frQm.other governmental entities such as water - management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date I _- J - a)-LQ-1% Signature of Contractor/Agent Date Robert VVillets Print Contractor/Agent's Name Signature of No -State of Florida d Date SSp q Shayne Mangel NOTARY PUBLIC STATE OF FLORIDA Comm GG113111 Owner/Agent is Personally Known to Me or Contractor/g€ ant ilrx ' es j+ 1FR46 Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: u11i3a0 Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: 3 " WASTE WATER: It s BUILDING: Revised: June.30,2015__._ __ __.__—_._._._... _ __._.__._______._ _ __Permit Application r City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Shayne Mangel Firm: Starlight Home Florida LLC Address: 1064 Greenwood Blvd Suite 124 City: Lake Mary State: FL Zip Code: 32746 Phone: 407-647-3700 Fax: 407-647-0700 Email: shayne.mangel@starlighthomes.com Property Address: 3819 Night Heron DDrive Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-2130 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: E New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway E The parcel is not in the: W floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-1278 Reviewed by: Michael Cash, CFM Date: March 19, 2018 REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # Address: BUILDING PERMIT Min Max Inspection Description 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence s,,E— v r{e:=• 'l'L LEC*TRICA'L•rP•ERIv_IIT w...as., i. vc i,G r`}i:•i'y ilJ-'_`a:_=.tr::i::.{:=\?; :%'z`"1,'ii,: N:.._ T;=;,.__=j s'=a.:_. _,;,.1:...-.,f..:.,:., Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000' Electric Final Inspection DescriptionMinMax 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final Y""S1' ff.,T•: •.Sr LN" 11:Y., ll ia'LS } .: MECHAN_ICAI:PzERMIT.; ii : 'Jf .'.ri5: .i'%1i 1;4 4^.e•.•••'::.t:.'7ff':':Yi•.y.•{.' 1i4;1i/•a V_.:^\ 'ti • 4 t•.. Jl'f ••. N v ?. . t• i-:ty:_:E ...,.. :'. _,av:. .., xs, Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final i REVISED: June 2014 ui'10 I Ililll i111 Illli 11111 l fil iil llll IIII THIS INSTRUMENT PREPARED BY: AYYW l Y Name: Stadlght Homes Florida, LLC GRANT 11ALOY SE1' INOLE COUNTY Address: 1064 Greenwood Biv Suite 124 C:LERY, OF CIRCUIT COURT Zx CUi1F'TROLLER BK 9119Il Ps 1574 (11's<s) CLERK'S : 2018027813 NOTICE OF COMMENCEMENT RECORDED 03/13/2019 j3.17:01. P11 RECORDED BY rdtefflp State of Florida County of Seminole Parcel ID Number. 17-20-31-502-0000- 9%t5O Permit Number. The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance withChapter713, Florida Statutes, the following information Is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and streetaddress If available) P s e Address: 3B\ t t 1-n n tr e Sg r.-iz,t — 3'1 3 GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: LLC Name: Starll ht Homes Florida Address: 1405 Old Alabama Road Suite 200 Roswell, GA 30076 Fee Simple Title Holder (If other than owner) Name: NA CONTRACTOR: Name: Starli ht Homes Florida, LLC 46 Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL orn notice or other documents may be served PersonswithinthestateofFloridaDesignatedbyOwneruponwhomnoas provided by Section 713.13(1)(b), Florida statutes. Name: NA In addition to himself, Owner Designates NA of To receive a copy of the Llenor's Notloe 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 THE UNDER CHAPTER 7' .PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FO NOTICEOFCOMMENCEMENTMUSTBERECORDEDANDPOSTEDIONRTHE OB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORECOMMENCINGWORKORRECORDINGYOURNOTICEOFCOMMENCEMENT. Unde enalties of perjury, i declare that 1 have read the foregoing and that the facts stated in It are true to th b t of ledge and belief. ownefe Pdnted Name s Signeture Flodda Statute 713,13(1)(0): , The owner must sign the nollca of commencement and no one else may be Putted to sign In his or her ales . State of County of j day of11 20 The foregoln instrument w ckno ledged before me this Y by . Who Is personally known to me 1 Name of parson making sta ont OR who has produced identificatlon type of Identification produced: Shayne Mange' NOTARY PUBLIC STATE OF FLORIDA ` n . INi( . Cam o — Notary Signature CommaGG11021VS/N ion Expires 8!2 - Application for Paved Driveway, Sidewalk or Walkway001" OwlU"nIncluding Right -of -Way Use & N 9 9 Y F7-' Landscaping 11iRight-of-Way www. sanfordfl.gov Department of Planning 8r Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City' s regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or • sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction' s right -of -Way. All requested information below as well as a current survey, site plan or plat clearly identifying the Kn=whatvbelow. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before youdtg 1. Project Location/Address: Z) Devon 2. Proposed Activity: 0 Driveway FXJ Walkway Other. 3. Schedule of Work: Start Date 4. Brief Description of Work: Construction Of New SFR Completion Date Emergency Repairs This application submifted by: Property Signature: Print Name: MICJ `LJu K t Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Phone: ( 407) 708-0161 Fax: 407-647-0700 Email: shayna.mangei@stariighthomes.mm Date: Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationfimprovement 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 pernittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestors property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees ( appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read and understand the above statement and by signing this application I agree to its terms. Signature: Date: ) - IQ "1 % This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre - pour Inspection by: Date: I Official Use Only Application No: Fee: Date: Reviewed: Public Works Date: Utilities Date: Approved: Engineering Date: Site Inspected by: Special Permit Conditions: November2015 Date: ROW Use Driveway.pdr REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: ',j -4 -1 % Project Name:(1Jur.lt'l rn eSorye. Project Address: 3'% n V,3i ' llycrnn rti Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, includingattorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Robert Willets rint wner/Tenant Print a ofGen. Contractor inSawner/TenaSignatureofGen. Contractor CCC 1522347 Gen. Contractor License # JURISDICTION EMPLOYEE NAME: JURISDICTION: H &5iev- 6- 00j- Print Name of El. Contractor igna El. Contra for El. Contractor License # CALLED INTO: Progress Energy Florida Power and Light on _/ Rev. 02/10/ 15) LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 1- I S-1 B I hereby name and appoint: Amy Lacey, David Lacey, Amanda Smythe an agent of: Starlight Homes Florida, LLC Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): C>a' The specific permit and application for work located at: 3 `619 1 1 -Yon ram. So,>n ra Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: CGC152234, Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this jaday of (JGjnuC t 200, by Robert Willets who is of ersonally known to me or o who has produced as identification and who did (did not) take an oath. Signature tNsY Shayne Mangel rlOTARY PUBLIC a g. _STATE OF FLORIDA ctue 2ar! G Comm# GG113111 Print or &e name r" VCE 1e e Expires 6 21 /2021 Notary Public - State of Commission No. My Commission Expires: Rev. 08.12)