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Home My WebLink About3842 Saltmarsh Lp 18-1215; SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100002 BUILDING APPLICATION #: 18-10000222 BUILDING PERMIT NUMBER: 18-10000222 DATE: March 09, 2018 jv,gys UNIT ADDRESS: SALTMARSH LOOP 3842 LOT 23 17-20-31-502-0000-0230 TRAFFIC ZONE:022 JURISDICTION: f SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: STARLIGHT HOMES ADDRESS: 1064 GREENWOOD BLVD SUITE 124 LAKE MARY FL 32746 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3842SVET% ASFR LOOP / LOT 23 / WYNDHAM PRESER-------------------------------------------------------------------------------- FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family ROADS -COLLECTORS Housing N/A 705.00 1.000 dwl unit 705.00 Single Family Housing 00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD 00 Single Family SCHQOLS Housing 54.00 1.000 dwl unit 54.00 CO -WIDE ORD Family 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 THESEMINOLECOUNTYROAD, 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 REQQUEST WITHIN 45 CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTw CERTIFICATE OF OQQCCUPANY OR OCCUPANCY. THE REQUEST FOR REVIEW COPIESEET THE OF RULESEGOVERRNNINGSAPPEALS F THE MAYNTY BE PICKED UP, ORENT 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 ORDERAND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE +OP LEFT OF THIS STATEMENT. 1 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE City of Sanford CITY OF SANFORD BUILDING & FIRE PREVENTION MAR - 7 2010 YAR 1 6 2018 PERMIT APPLICATION Q ' Application No: Planning and Development Documented Construction Value: $ _--IG t87 0 Z°gHS.A Job Address: Historic District: Yes No Parcel ID: 17-20-31-502-0000- 025 o Wyndham Preserve Lot 2,3 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: Street: 1405 Old Alabama Road, Suite 200 City, State Zip: Roswell, GA 30076 407-708-0161 Resident of property? : Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 407-047-3700 Fag: 407-647-0700 No State License No.: CGC1522347 Arch itectlEng ineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA - E-mail: sives@mulhemkulp.com Bonding Company: NA Mortgage Lender: NA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code In effect as of that date: 5t6 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 Jound.in.the public records.o£this.county, and there maybe additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 3 • -I 8 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 Robert Willets Print Contractor/Agent's Name Signature of N -state of T3 r.., , NOTAR BLIC T. STATE OF FLORIDA CommtY GG113111 414'CE ISP Expires 6/21/2021 Contractor/Agent is /Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [R Electrical a Mechanical f' PlumbingER Gas Roof Construction Type:_ V b Occupancy Use: jZ'j Flood Zone: }C' S Total Sq Ft of Bldg: f QS(o Min. Occupancy Load: l O of Stories: A , AT'TIA0tt_jD New Construction: Electric - # of Amps_ _ /_<? Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No [a # of Heads Fire Alarm Permit: Yes No E] APPROVALS: ZONING: 24,011to COMMENTS: UTILITIES: s g WASTE WATER: ENGINEERING:' , L 3'Z.Z -1$ FIRE: BUILDING: Ok to construct single family home with setbacks and impervious area shown on plan. 5 (• (o % I&T - MM payssey -U, C,rt_ Revised: June 30, 2015 Permit Application CITY11 OF SANFORD BUILDING & FIRE PREVENTION D MAR- 2& PERMIT APPLICATION Application No: Documented Construction Value: S 1 U l, U Job Address: historic District: Yes No Parcel ID: 17-20-31-502-0000- 0a3 O Wyndham Preserve Lot 2,3 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 Emaii:. Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite 200 Resident of property? : No City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: -407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 Fax: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA E-mail: sives@mulhemkulp.com Bonding Company: NA .Mortgage Lender: NA Address: Address: WARNING TO OWNER:'YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. 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 OFCONMENCEMENT. 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 constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 1053 Sball 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 befoundin.the public records.oithis.county, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signature of Owner/Agent Date3 '(o -1$ 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 Robert Willets Print Conbutor/Agent's Name Signature of N -State of a gel yam NOTAR BLIC STATE OF FLORIDA Comm# GG713111 t Expires 6/21/2021 Contractor/Agent is /Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Construction Type: Occupancy Use: Gas Roof Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: &S S _ gOWASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: lune 30, 2015 . Permit Application - .— - REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # Address: BUILDING PERMIT Min MaxMinMaxInspectionDescription 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60. Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence REVISED: June 2014 4-r,r-s+.a+>J: -'^rt,•.a-..;.r.:?:. '' i a::, ••.r•. _• •.,Y...v; :.{.• _, re•.. ELEC RICA L PERM•ITn• •• .+.;4y'•. •'.'>••• 7:•,,:• ;ti^8;t.; ;;:ti`•+I'f.' i.. st{, :-1i ..rJr ..'ci:a:1 '?:i i:.: tee. .:T Lvb... ia wi:: C':• Min Max Inspection Description 1 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final I i I ulA q' [Skm,j?x{hr{' F 5a#as'YF"ti'°t=^gni Inspection Description ection Description Plumbing Underground m._ Plumbing SewerPlumbing i yary.t 7 :.T•'.. i•.t ''.^."' i:t ti ?:= ;:; ar' i r.0 v:':'i:'-':1• fzi.. r'7 c; MiE,CiiAN ICA I PEltly!_:fl kl•'-;;: •.,: ; ,:;;:. :''• r:'. Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final i I 1 REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 2)-6-1 8 Project Name: Wyndham Preserve - Lot a3 Project Address: 3'64A 5zimn611 — Sanford FL 32771 Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. c •. Print Name of Owner/Tenant Signature of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Lint N e of G tractor Signature of Gen. Contractor CGC 1522347 Gen. Contractor License # Ecce rbrooK Print Name of EI. Contractor Signature of El. C/o ntractor C El. Contractor License # CALLED INTO: o Progress Energy o Florida Power and Light on _/_/. Rev. 02/10115) LUMTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 1- IS - t 1 I hereby name and appoint: Amy Lacey, David Lacey, Amanda Smyth 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): The specific ermit and application for work located at: 3Sstic-al s i—MV . Sar+o rA 3 a-1-13 Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: CGC1522347 Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this day ersonally200, by Robert Willets who is known to me or o who has produced as identification and who did (did not) take an oath. Signature Notary ;,16 Mangel NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 NCE 19 ExPires 6/21/2021 Rev. 08.12) 3c aA4r\2 e2aA2Qe-1 Print or tye name Notary Public - State of _ Commission No. My Commission Expires: tO4P .5 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: 3842 Saltmarsh Loop Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-0230 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: Q New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway M The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-1215 Reviewed by: Michael Cash, CFM Date: March 22, 2018 P Application for Paved Driveway, Sidewalk or 11 Walkway IncludingRight-of-Way Use & FL 877- Landscaping in m" 1%4- www.senfordM9ov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-fty. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right—of--way and use shall be provided or application could be delayed. Calledoreymral3 1. Project Location/Address: 37" k -a w y+a Ys 1-- c> r o-u, d 3a-1-1 3 2. Proposed Activity: Q Driveway M Walkway Other. 3. Schedule of Work: Start Date Completion Date 0 Emergency Repairs 4. Brief Description of Work: Construction Of New SFR This application is submitted by: Properly Owner: Signature: Print Name: rr\IC1-0GI Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-647-0700 Email: sheyne.men9el@s1arlighlhomes.00m Date: 3 -ta -l9 Maintenance Responsibilitiesllndemnification 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 installationtimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such faafities 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 Requestors expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or oonsequential), 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 rederstand the above statement and by signing this application I agree to its terms. VSignature: Date: 3 -(#-I% 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: Official Use Only Application No: Fee: Date: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: November 2015 Date: Date: Date: 3 — 1Z2-Z0(b Date: ROW Use Drive, i CITY OF SANF BUILDING & FIRE PREVEN PERMIT APPLICA Application No: b- 12 1(1 Documented Construction Value: $ 5ci Job Address: -%42- Historic District: Yes No Parcel ID: Residential [r Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: •?It-t-wAiok,r,c, 42,w- 61ra, cui i1c.a e, Orl.,»ear Plan Review Contact Person:bui (a -e-1 Phone: Fax: Name Street: City, State Zip: Email: Property Owner Information Phone: Resident of property?: Contractor Information Name PS kc P_(A-, , Plu+nito l v c Phone: -+2-3— Street: Z} Street: q -4O I 9a Fax: 401- L City, State Zip: Ori cu --%c o 6C 328 2-4State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: _ Mortgage Lender: Address: 3 v-" y;pJv c.)L03q 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. l 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 construc in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pc furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Sball 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 i NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may found in the public records of this county, and there may be additional permits required from other governmental entities such as wal 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 requh in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submits The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction val 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 Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of 1D i= --r I_ ----- --..___ 6 30-1of Signature of Contractor/Agent Date Print Contractor/Agent's Name ! 3v- 2,01 ('-5 Signature of otary-State of Florida Date i PATSUSI i :, tr1Y CMUSS10N I FF 120304 EXPRES: August 25 2018 q f . Ata Y P U lhidemilrrs Con cor gen rs ersoriilly Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: - Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fire Sprinkler Permit: Yes F1 No # of Heads APPROVALS: ZONING: COMMENTS: Revised: June 30.2015 Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Permit Application 9507 Slate Road 52 123 Miller Road I 9701 Bachman Road Established 1973 Hudson, FL 34669 I Vatrico, FL 33594 1 . Orlando, FL 32824 www.RJKielty.com 727 863 5486 (813 61.0707 407-855-2635 State License d CF-0O2C R.J. K.IELTY Page: 10 Proposal No: 717-13526 PLUMBING • HEATING • COOLING Proposal Date: 712612017 Prepared For: Starlight Horses Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Odyssey - 1412 / apk..•. Lake Mary FL 32746 We Propose hereby to furnish material and labor - complete In accordance with specifications below for the Sum at: $5,925.00 Payment to be made as follows: 40% Rough In 30% Top Out 30% Finish. NET 10 Days All materials guaranteed to be as specified. All we* to be completed in a workman Eke manner according to standard practices. Any alteration or daviatiot from specifications below Involving extra costs executed only upon written orders, and with become an extra charge over and above the estimate. Al agreements contingent upon strikes, a or dela beyond our control. Owner to tarty fire omado, and other necessary insurance. Our workers art covered by workers compensatio urance. go( ( AUTHORIZED SIGNATOR THIS PROPOSAL 64ABEWITHD6N IF NOT ACCEPTED IN 30 0 We hereby submit specifcallons a moles for. hlastoer Bath I Shower Sterling Accord 60x34 Base 72270100 While With Walls And Moen Chateau TL182 Chrome Valve 1 Toilet Gerber Maxwell 21-912 1.28 White Elongated 1 Lav By Builder With Moen Chateau 64925 Chrome Faucet 2nd Bath 1 Tub Sterling Accord 60x30 71140120 White With Walls And Moen Chateau TL183 Chrome Valve 1 Toilet Gerber Maxwell 21-9121.28 White Elongated I Lav By Builder With Moen Chateau 64925 Chrome Faucet Kitchen 1 Sink By Builder 1 Faucet Moen Integra 87315 Chrome Disposal iSE Badger V With Cord 1 Icemaker Una With Recessed Box 1 Dishwasher Hook Up UflUlies 1 Washer Box Yes 2 Hose Bibs Yes I Water Heater 5o Gallon Electro NOTE: Backilling Included For Sewer 8 Water Only (Slab Backfillhng By Others) Backflow Preventers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sewer Allowance; Additional $12 per foot 40' Water Allowance; Additional $3 per toot Applies to any direct contract between an owner contractor (RJK) - Notice of Lien laws - Florida Statutes 713.001-713.37. Acceptance of Proposal - The above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the wont as specified. Payment vAll be made t outlined above. l agree to pay reasonable attorneys fees court costs in the event of legal action. A monthly service charge of 1 112% WAI be added after : days. Any sewer taps deeper than 4 12 feet or requires backhoe or dewalering vAll be an extra charge. SIGNED' g.j n't .vLs? JA QJl_ DATE OF ACCEPTANCE 8 PAGE 2---:9:71t, 1 Branch. Hudson Last Edit W. Lest Edit Date: 727/2017 ifCITY OF SkN40RD FIRE DEPARTMENT Building & Fire Prevention Division PERMIT APPLICATION Application No: Documented Construction Value: $ 4238.00 Job Address: 3842 Saltmarsh Loop Historic District: Yes No[Z] Parcel ID: 17-20-31-502-0000-0230 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: HVAC new construction equipment and duct work. Carrier 2.5 Ton system with a 5 kw heater. Plan Review Contact Person: Connie Kulp Phone: 407-886-3729 Name Starlight Homes Fax: 407-886-7580 Title: Exec Admin Email: connie@energyair.com Property Owner Information Street: 1064 Greenwood Blvd Ste 124 City, State Zip: Lake Mary, FL 32746 Phone: Resident of property? : NO Contractor Information Name Energy Air, Inc / Robert C. Kulp Street: 5401 Energy Air Court City, State Zip: Orlando, FL 32810 Phone: 407-886-3729 Fax: 407-886-7580 State License No.: CAC1816317 Architect/Engineer Information Name: Phone: Street: City, St, Zip: Fax: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in efrect as of that date: 61h Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 9' Signature of Owner/Agent Date Signatu of Contractor/Agent Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date OE a o Date lic state of FloridaeeKulpssionGG14566/ 2012021 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: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January I, 2018 Permit Application Job #: 34700 1 A rnn-I WORK ORDER Date: 1/26/2018 Ci ihelivirinn I Phase I Bid I UU Blk BILL TO: Starlight Homes - AWH Lot / Sub: W ndham Preserve 1 1 10231 3842 Saltmarsh LooADDRESS: 1064 Greenwood Blvd Ste 124 CITY/STATE/ZIP: Lake Mary, FL 32746 Job Address: City / State / Zip Sanford JFL 132773 1412SModel/Bldg: Order Taken By: Job Contact: S Woolwine Equipment Brand: Carrier 14 Seer Heat Pum A/H-1 or Furnace FB4CNP030L00 R-41 Oa A/H-2 or Furnace Job Phone: 4077301311 Heater or Coil CE2401 C05 Heater or Coil Date Requested: Date Required: CU -1 CH14NB03000G T'Stat: TH6220D1002 Filter Base N/A AHU Location 1 st FI Int Closet CU -2 T'Stat: - Filter Base ' AHU Location - Permit Information: 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 Y81somo17 QtyEAIPullsPermit: Yes Builder calls inspection: Yes EAI calls inspection: No Zone Kit #1 Zone Kit #2 Thermostats ZD1 ZD2 ZD3 Ventilation Cost: 319.01 Transformer ZD4 Surge Protector ByPass Damper #1 ZDS 1ZD6 B Pass Damper #2 ZD7 PO Numbers Qty Yes Grs.Stamped Stl. 10 X Grs.Stamped Returns 6 X Grs.White S/A Adj. Grs. R/A White Alum 1 X No Qty. Yes Flue Pipe: Filter Base X Mery 8 Filter Elect. Air Cl. No X X X 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 # Estimated Estimated Invoice Due Date: Task - Description 03 -Fabrication Labor Hours Cost 2.42 30.49 Rou hin 2,084.00 18.76 281.3304 -Installation Labor 06 -Piping Labor 6.13 104.13 Trim 2,084.00 14 -Kitchen Vent Trim 1,017.0102-Material/Tax 01-Equipment/Tax 1,339.77 Permit 70.00 80.0009-Permit/Other 1.14 14.32011 -Delivery Labor 20 -Pull Material Labor 2.27 28.65 Total Contraet: 4,238.00 2.50 42.5012-Startu Labor FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 23 -1412 UL Builder Name: Starlight Homes Street: 3842 Saltmarsh Loop Permit Office: Seminole County City, State. Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (1563.3 sqft.) Insuialion Area a. Concrete Block - Int Insul, Exlerio' R=4.1, 1325.30 ft? 2. Single family or multiple family, Single-family b. Frame - Wood, Adjacent R=13.0 238.00 ft 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 3 d. N/A R= ft' 10. Ceiling Types (1412.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1412.00 ft 6. Conditioned floor area above grade (ft') 1412 b. N/A R= ft' c. N/A R Conditioned floor area below grade (ft') 0 11. Ducts R ft' 7. Windows(153.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 282.4 a. U -Factor. Dbl, U=0.34 105.00 ft' SHGC: SHGC=0.26 b. U -Factor: Dbl, U=0.58 48.00 ft' 12. Cooling systems kBtuRtt Efficiency a. Central Unit 30.0 SEER:14.00 SHGC: SHGC=0.25 a 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: 3.614 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1412.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1412.00 ft' b. Conservation features b. N/A R= ft' None c. N/A R= ft' 15. Credits Pstat Total Proposed Modified Loads: 45.82 PASSGlass/Floor Area: 0.108 Total Baseline Loads: 47.76 1 hereby certify that the plans and specifications covered by Review of the plans andO-tl4E Srq s this calculation are in compliance with the Florida Energy specifications covered by this AAv;_ ; , 0, Code. calculation indicates compliance the Florida Energy Code. rr„"•-• with PREPARED B Before construction is completed DATE: this building will be inspected for O li a compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. COO WEwiththeFloridaEnergyCode. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage T•dst Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 Qn for whole house. 1/22/2018 9:40 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 CERTIFIEDO ry. , rg Certificate of Product Ratings AHRI Certified Reference Number: 9162305 Date :06-13-2018 Model Status: Active AHRI Type: HRCU-A-CB Outdoor Unit Brand Name: CARRIER Outdoor Unit Model Number (Condenser or Single Package) : CH14NB030'0"A' Indoor Unit Model Number (Evaporator and/or Alr 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'ACUve' Model Status are those that an AHRI Certification Program Participant Is currently producing AND selling or offering for sate; OR new models that are being marketed but are not yet being produced'Produetion Stopped' Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still selling or offering for sale. Ratings that are accomoanied by WAS Indicate an Involuntary re -rate. The new Dublished retina is shown along with the mevbus (i.e. WAS) rating. DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to. and assumes no responsibility 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 product(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.ohrldlrectory.org. TERMS AND CONDITIONS This Certificate and Its contents are proprietary products of AHRI. This Certificate shall only be used for individual. personal and confidential reference purposes. The contents of this Certificate may not. In whole or In part. be reproduced; copied; disseminated; JU min entered into a computer database; or otherwise utilized, in any form or manner or by any means, except for the user's individual• personal and confidential reference. AIR-CONDITIONING, HEATING, CERTIFICATE VERIFICATION 6 REFRIGERATION INSTITUTE The Information for the model cited on this certificate can be verifled at www.ahridirectory.org. dick on 'Verity Certificate' link %vu make life betwo- and enter the AHRI Certified Reference Number and the date on which the certificate was Issued, which Is listed above, and the Certificate No., which is listed at bottom right 2018Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 131733787593129449 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 Page 2 Application Number . . . . . 18-00001215 Date 7/10/18 Application pin number . . . 410580 Other Fees . . . . . . . . . 01 -FIRE IMP -RS 9-2017 383.81 01 -LIBRARY IMPACT FEE 54.00 01 -PARKS IMP -RS SINGLE 17 1103.95 01 -POLICE IMP -RS 09.1.17 384.82 01 -SEM CNTY RD IMPACT FEE 705.00 01 -PLUMBING REINSPECT 35.00 01 -PLUMBING REINSPECT 35.00 01 -SCHOOL IMPACT FEE 5000.00 WD IMPACT:SINGLE FAMILY 1343.00 SD IMPACT -SINGLE FAMILY 3025.00 01 -BLDG DCA SURCHARGE 29.10 01 -BLDG DBPR SURCHARGE 40.65 Fee summary Charged Paid Credited Due Permit Fee Total 70.00 00 .00 70.00 Other Fee Total 13110.33 13081.33 .00 29.00 Grand Total 13180.33 13081.33 .00 99.00 CITY OF SANFORD BUALDING 300 N PARK AVE SANFORD, FL 32771 SALE MD, 9520 Store: 4616 Term 2902 REFAI: 00000002 Batch it 002 RRN: 819113409537 07/10118 09:5123 CVC Y Invoice It: 181215 Trans lD: 468191498835761 APPR CODE 03979S VISA Manual CNP 3742 «/•• AMOUNT $99.00 APPROVED I AGREE TO PAT AUOVE TOTAI ANDUNI IN ACCORDANCE WITH CARD ISSUER'S ASREENENT HERCHAIIT ASREEHENT IF CREDIT VOUCHER) RETAIN THIS COPT FOR STATEMENT VERIFICATION MERCHANT COPY 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. 04, CITY OF SkNFORD r -ME DEPAItThiENT Building & Fire Prevention Division PERMIT APPLICATION 11 / Application No: Documented Construction Value: $ 45,000 Job Address: 3842 Saltmarsh Loop Historic District: YesF No D Parcel ID: 17-20-31-502-0000-0230 Residential./ CommercialEl Type of Work: NewR1 Addition[] Alteration Repair Demon Change of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough and trim Plan Review Contact Person: Brandon Gibbs Title: Director Phone: 407-630-0119 Fax: Email: brandon.gibbs@reedcm.com Property Owner Information Name Starlight Homes FL LLC. Phone: 407-708-0163 Street: 1064 Greenwood Blvd., Ste 124 Resident of property? : No City, State zip: Lake Mary, FL 32746 Contractor Information Name Brandon Gibbs Phone. 407-630-0119 Street: 146 West Plant Street, Ste. 240 Fax: City, State Zip: Winter Garden, FL 34787 State License No.: EC 13008106 Architect/Engineer Information Name: n/a Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: n/a Mortgage Lender: n/a Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code Rrviara- lannnm i 7nIR Pp—if A—Iiratinn r NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 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 OwnedAgent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date ate eSignatureofContractor/Agent Iranaurl C.bhs Print Contractor/Agent's Name IP it. S a" Signature of Nc of Florida ate g & a Owner/Agent is Personally Known to Me or Contractor/Agent is X Personally Known to Me or Produced ID Type of ID Produced IDType of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Revised. January 1, 2018 Permit Application r IfCITY OF SkNFORD I'ME C)FVAIITMENT Building & Fire Prevention Division PERMIT APPLICATION Application No: Documented Construction Value: $ 45,000 Job Address: 3842 Saltmarsh Loop Historic District: Yes0No 1 Parcel ID: 17-20-31-502-0000-0230 Residential ] Commercial Type of Work: NewR] AdditionD Alteration Repair Demob Change of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough and trim Plan Review Contact Person: Brandon Gibbs Title: Director Phone: 407-630-0119 Fax: Email: brandon.gibbs@reedcm.com Property Owner Information Name Starlight Homes FL LLC. Phone: 407-708-0163 Street: 1064 Greenwood Blvd., Ste 124 Resident of property? . No City, state zip: Lake Mary, FL 32746 Contractor Information Name Brandon Gibbs Phone: 407-630-0119 Street: 146 West Plant Street, Ste. 240 Fax: City, State Zip: Winter Garden, FL 34787 State License No.: EC 13008106 Architect/Engineer Information Name: n/a Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: n/a Mortgage Lender: n/a Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR HAPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6111 Edition (2017) Florida Building Code Rrviwd- i—sary i 7niR P,nnit Annliralinn 40 NOTIC : 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 OwnedAgent 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 LQµ• SL Signature of Contractor/Agent ate ?, lranjun C bb5 Pis Print Contractor/Agent's Name s Va signature of No of Florida ateo> Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: Revised: January 1, 2018 WASTE WATER: Perrnit le,lc 211S-- Iti-COUNTY TESTING LABORATORIES, INC. 31 S. Main St. C3ardan FL 34787 L Winter 9 PROJECT NO: 407-656-9656 ORDER NO: REPORT OF IIT -PLACE DENSITY TESTS REPORT NO: 2,3 PROCTORPROJECTI SPECMCATION: - CONTRACTOR ' i J REPORTED TO: OPTYMIIM MOISTURE: % A dAXI PUN DRY DENSITY: LOCATION: l " ',' ' MATERIAL: DATE TESTED: LOCATWN VMS DRY DENSPPY K&X DRY DENSITY PERCENT OF 0401STURE INCSIES lbc cn. R. lbs. en. n. MAX. Dww" PERCENT Building Setbacks Setbacks: Per construction plans for 1NY14DHAM PRESERVE'. City of Sanford. Seminole County. Florida. Front 25' Rear 20' Side = 5' SPECIFIC PURPOSE SURVEY FORMBOARD) itm N WYNDHAM PRESERVE z° m II LOT 23 0 _C _v PB 81, PG 93) v CL c°o WNO pN W ID J o or 0 tocZ Cv vy c 00a a- 06 F- F 7 r OC LOT 22 1 NORTH BOUNDARY OF LOT 23 I' 8 N89'40 51 E 120.00 I N 89.40'51' E 25.00' 8 45.3 49.3 I O I U N 9.3 1 STORY RESIDENCE 15.3 25'21 c3 W .4 3" LOT 23 3842 SALTMARSH LOOP yOOfoo o g Q AREA = FORMBOARDN 1 O z b Q tE4,800 S.F. +/- j: 30.57 ` i h I o v ccCCcc x 70.0 1 25.21 V' . i 0 v N 1 PRINCIPAL BUILDING SETBACK (Typ.)J - in I V) 120.00' S89'40'51OW LOT 24 I I r LB-UtonseA Ii3usinns LEC'END:ADUSSO-Access/Drainoge/UWitia/Sklewolk BFP-Bockllow Prevenler Sig" Distance Easement 5 Survey PRM -Perrrronent Ref. Monument R Re,.,t.d PCP -Permanent Control Point D Description FPkI-norkfo Power R Light P Plot FFE -Finish Floor Elevation 0.. Deed Book B-Woter Meter O.R.-Offciol Records Book ba -Water Volvo P.B -Plot Book gyp'-Flre Hydrant Pq.-Pope RCB-Recloimed Water Meter Elev.-Elevation pC. Recloimed Water Volvo Conc.-Concrete 13 -Coble Bow SP Brick Paver M -Telephone Boa SW-Sidewolk 13 -Electric Bow FFE -Finished Floor Devotion O -Utility Pole GO Jurb Inlet Guy Pole CTI -Grote Top Inlet tight Pole P.U.E. -Public Utility Easement I.—Cho, RCP _Reinforced Cone. Pipe OU ---Overhead Utilities PVC -Polyvinyl Chloride m -Storm Sewer Manhole NCS -No Comer Set (Falls In Water) G-Sonitory Sewer Manhole SF -Square Feet Owo -Electric Handhole D.U.E. -Drainage/Utility Easement COO -Clean Out FMGD-MAG NAIL dr DISK KVO4-Irrigollon Control Volvo P.K. -Porker Kolon Noll I' -Sign SIR Set 1/2' Iron Rod LB7768 srpa-Cote Water Volvo SPKD -Set P.K. dr Disk L07768 Go* Meter FIR -Found 1/2' Iron Rod L87768 9-Ewisting Grade FlP -Found 1/2' Iron Pipe L87768 0 -Blow-oft Volvo FPKD-Found P.K. Nail k Disk L87768 ••rte -Drainage Flow Direction FCM -Found 4'x4' Concrots Proposed Design Grade Monument PRM 1.87778 As-Built/Existina Grod Note: Some Items In above leaen mov, not be aoollcob1. DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior SURVEYOR'S NOTES: 1. Current 11119 Information on the subject properly had not been furnished to GeoPoint Surveying. Inc. of the time of this plot plan. 2. Roads, walks. and other similar Items shown hereon were taken from engineering plans and ore subject to survey. 3. Elevations shown hereon ore In feet and are referenced to the NATIONAL GEODETIC VER11M DATUM OF 1029 (NGVD29). 4. Proposed grodes R Finished floor slovatioru shown hereon ore from the construction pion for 'WYNDHAM PRESERVE'. City of Sanford Seminole County. Florida. 5. This Specific Purpose Survey Is for the location and elevation of the formboards only Cull$ IS NOT A BOUNDARY SURVE1r) BILI LDING LAYOUT NOTE: Contractor and owner ore 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 Mop Ponel Number 12127C -0765H. in Flood Zone W DESCRIPTION: LOT 23 according to the plat of "WYNDHAM PRESERVE" as recorded in Plat Book 81, Page 93 of the Public Records, City of Sanford, Seminole County, Florida This certifies that o survey of the hereon described property 555 Winderley Place. Suite 109 was mode under my superA d moots the Standards of Maitland. FL 32751 Proctke set forth by3"A '" of Professional Phone: (321) 270-0440 Surveyors & Mo er h 7 'ijmido Administrothre Fax: (813) 248-2266 code, pure onti. e ' r184da Statutes. Licensed Business No. LB 7768 6 ` GeoPoint o v Surveying, Inc. J ea D. L' O the •., F• LS6915 Drown: RCA Checked:JDL P.C.: Data File:61amEart-11101 DA PROFESAOIfIIL R• 6' Ji'0. ............._.. NOT VAUD WrtHO 'iM E• D THE ORIGINAL Date: 08/21/18 Dwg:TAlewFmt-Idt3 Order No.: RAISED SEAL OF A nORIDA•tIC[11 SURVEYOR AND MAPPER SEC. 17 — TWN.20 S. — RNG. 31 E. I Field Bk: — J 1 RECORD COPY r FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 23 - 1412 UL Builder Name: Starlight Homes Street: 3842 Saltmarsh Loop Permit Office: SWinfle CountyCity, State, Zip: Sanford , FL , 32773 Permit Number: # 8 nOwner: Star115V\ t 4jprneg Design Location: FL, Sanford Jurisdiction: ( / 5. County:: Semir e$lorida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (1563.3 sqft.) Insulation a 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1325.30 ft' b. Frame - Wood, Adjacent R=13.0 238.00 ft' 3. Number of units, if multiple family 1 c. N/A R= fta 4. Number of Bedrooms 3 d. N/A R= ft' 10. Ceiling Types (1412.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1412.00 ft= 6. Conditioned floor area above grade (ft') 1412 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(153.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 282.4 a. U -Factor: Dbl, U=0.34 105.00 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. Elactric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 3.614 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1412.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1412.00 ft' b. Conservation features b. N/A R= ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.108 Total Proposed Modified Loads: 45.82 PASSTotalBaselineLoads: 47.76 1 hereby certify that the plans and specifications covered by Review of the plans and 114E ST'1JT this calculation are in compliance with the Florida Energy specifications covered by this FOS Code. calculation indicates compliance y„ '%' =,.;. •s+ with the Florida Energy Code. m„`• .,'::•,,, 0v PREPARED B Before construction is completed DATE: this building will be inspected for a compliance with Section 553.908 c I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Ener Code. OD WE• OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: ' Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn 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 Qn for whole house. 1/22/2018 9:40 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 1/22/2018 9:40 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 23 - 1412 UL User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 3 Conditioned Area: " 1412"' Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Loi#"""" Address Type: Block/Subdivision: PlatBook: Street: County: City, Stale, Zip: Street Address 23 Wyndham 3842 Saltmarsh Loop Seminole Sanford , FL , 32773 CLIMATE Design Location Design Temp TMY Site 97.5% 2.5% Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL—ORLANDO SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1412 13131.6 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1412 13131.6 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 142 ft 0 1412 ft' 0 0 1 ROOF Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emilt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 1579 W 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 1412 ft' N N CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1412 ft7 0.1 Wood 1/22/2018 9:40 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 1/22/2018 9:40 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 WALLS Ornt 1 W 2 S 3 E 4 N 5 E Adjacent Cavity Width Height To -Wwl iyp& Space R --Value FI .. Ia .....Ft - In Area Exterior Concrete Block - Int Insul Main 4.1 29 0 9 4 270.7 ft' Exterior Concrete Block - Int Insul Main 4.1 49 9 9 4 464.3 ft' Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ft' Exterior Concrete Block - Int Insul Main 4.1 54 9 9 4 511.0 ft' Garage Frame - Wood Main 13 25 6 9 4 238.0 ft' Sheathing Framing Solar Below R -Mahle FmCtlon AhSnr Grade0A 0 0 0.6 0 0 0 0.6 0 0 0 0.6 0 0 0 0.6 0 0 0 0.01 0 DOORS Ornt Door Type Space Storms U -Value Ft Width Height In Ft In Area 1 2 E Wood Main E Wood Main None None 39 3 39 2 6 10 8 6 8 20.5 ft' 17.8 ft' WINDOWS Orientation shown is the entered, Proposed orientation. V # Wall Ornt ID Frame Panes NFRC U -Factor SHGC Imp Overhang Area Depth Separation Int Shade Screening 1 2 3 4 W 1 Vinyl Low -E Double Yes W 1 Vinyl Low -E Double Yes S 2 Vinyl Low -E Double Yes N 4 Vinyl Low -E Double Yes 0.58 0.25 N 0.34 0.26 N 0.34 0.26 N 0.34 0.26 N 48.0 ft' 9 ft 4 in 30.0 ft' 1 ft 0 in 30.0 ft' 1 ft 0 in 45.0 ft' 1 ft 0 in 1 ft 0 in None 1 ft 0 in None 1 ft 0 in None 1 ft 0 in None None None None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 421 ft' 421 ft' 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 1532 84.11 158.17 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 30 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 30 kBtu/hr 900 cfm 0.75 1 sys#1 1/22/2018 9:40 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 1/22/2018 9:40 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 "'' Electric' "None Garage'' 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft' DUCTS 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 6 282.4 ft Attic 70.6 ft° Prop. Leak Free Main cfm 42.4 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin Jan Feb Mar A r Ma X Jun X Jul X Aug Se Oct Nov Dec Venting Jan Feb EX Mar EX Apr May Jun Jul Au SepJXJ Oct Nov DecJunJulAugSeplXl 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 Healing System Run Time Cooling System Runtime Vent 45 0 0 1 - Electric Heat Pum 1 - Central Unit 1/22/2018 9:40 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) I - I- DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the EnergyPerformance Index, the more efficient the home. 3842 Saltmarsh Loop, Sanford, FL, 32773 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft) 7. Windows" Description a. U -Factor: Dbl, U=0.34 SHGC: SHGC=0.26 b. U -Factor: Dbl, U=0.58 SHGC: SHGC=0.25 c. U -Factor: N/A SHGC: c. N/A d. U -Factor: N/A SHGC: d. N/A Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1325.30 ft' 30.0 HSPF:8.20 b. Frame - Wood, Adjacent R=13.0 238.00 ft' 1 c. N/A R= ft' 3 d. N/A R= ft' Cap: 50 gallons 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1412.00 ft' 1412 b. N/A R= ft' Area c. N/A R= ft' 105.00 ft' 11. Ducts R ft' a. Sup: Attic, Ret: Attic, AH: Main 6 282.4 48.00 ft' 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 30.0 SEER:14.00 Insulation R=0.0 R= R= ft' 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 30.0 HSPF:8.20 3.614 ft. 0.257 Area 14. Hol water systems 1412.00 ft: a. Electric Cap: 50 gallons EF: 0.95 ft' ft, b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: &- "YV1g6jQ j Date: w, J Address of New Home: q?:: 04jk U f City/FL Zip: Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/22/2018 9:40 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 23 - 1412 UL Builder Name: Starlight Homes Street: 3842 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford, FL, 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation 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/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the lop 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 spac s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Balt insulation shall be cul neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind pi6no and wirona- Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover olates and &alls or ceilings - a. in addition, Inspection or IOg walls snarl oe In accordance with the provisions or IGG-400. 1/22/2018 9:40 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot 23 - 1412 UL Builder Name: Starlight Homes Street: 3842 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford, FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1412 sq.ft. Cond. Volume: 13132 cu ft. Envelope Leakage Test Results Regression Data: C Fib Single or Multi Point Test Data R: Leakage Characteristics Required ACH(50) from FORM R405-2017: Tested ACH(50) ` : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)0, (g), or (i) or an approved third party. A written report of the results of the lest 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 oft; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 0 THE STaTF 1/22/2018 9:40 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017: Tested ACH(50) ` : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)0, (g), or (i) or an approved third party. A written report of the results of the lest 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 oft; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 0 THE STaTF 1/22/2018 9:40 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 23 - 1412 UL Builder Name: Starlight Homes Street: 3842 Saltmarsh Loop 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 1 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 1412 House Duct Total Conditioned Floor Area) System Tested On (Out) must be less than or equal to the required On (Out). I certify the tested duct leakage to outside, On, is less than or equal to the proposed duct leakage On specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1/22/2018 Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), 9), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: 01 THE S XT, g7 o LNeON, - 1,1721 1/22/2018 9:40 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 wrightsofte Project Summary Enure House Energy Air, Inc Job: Starlight - Wyndham Pte... Date: 411412017 By: Plan: 1401 S 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyaircom Web: www.energyair.com ` For: Lot 23 - 1412 UL, Starli ht Homes 3842 Saltmarsh Loop, Sanford, FL 32773 Notes: Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 26 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 44 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 14087 Btuh Structure 13751 Btuh Ducts 3499 Btuh Ducts 4760 Btuh Central vent 05 cfm) 1272 Btuh Central vent (45 cfm) 868 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18858 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 19379 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 0 Structure 1836 Btuh Ducts 977 Btuh Central vent (45 cfm) 1332 Btuh Heatin Coolin Outside air Area (ftz 141 141 Equipment latent load 4146 Btuh Volume (ft') 13125 13125 Air changes/hour 0.31 0.16 Equipment Total Load (Sen+Lat) 23525 Btuh Equiv. AVF (cfm) 68 35 Req. total capacity at 0.75 SHR 2.2 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NBO300000A Cond CH14NBO300000A AHRI ref 7835429 Coil FB4CNP030L AHRI ref 7835429 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating Input Sensible cooling 21450 Btuh Heating output 28600 Btuh @ 47°F Latent cooling 7150 Btuh Temperature rise 29 OF Total cooling 28600 Btuh Actual air flow 899 cfm Actual air flow 899 cfm Air flow factor 0.051 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.82 Capacity balance point = 34 OF Backup: Input = 6 kW, Output = 19028 Btuh, 100 AFUE Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Ri ht -Suite® Universal 2017 17.0.28 RSU02SU 2018 -Jan -22 09 38:07 ACCP.... Specific\Wyndham Preserve\Lot 23 - 1412 UL.rup Calc = MJ8 From Door faces: E Page 1 Manual S Compliancelance Re ort Job: Starlight - Wyndham Pre ft ... wrightso' P P Date: 4114/2017 Entire House By: Energy Air, Inc Plan: 1401 S 5401 Energy Air. Cl. Orlando. FL 32810 Phone: 407-886-3729 Email. GRenner@energyaircom Web: wwwenergyaircom For: Design Conditions Outdoor design DB: 92.6°F Outdoor design WB: 75.9°F Indoor design DB: 75.0°F Indoor RH: 50% Lot 23 - 1412 LIL, Starlight Homes 3842 Saltmarsh Loop, Sanford, FL 32773 Sensible gain: 19379 Btuh Latent gain: 4146 Btuh Total gain: 23525 Btuh Estimated airflow: 899 cfm Manufacturers Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 20104 Btuh 104% of load Latent capacity: 6015 Btuh 145% of load Total capacity: 26119 Btuh 111 % of load SHR: 77% Design Conditions Outdoor design DB: 44.2°F Heat loss: 18858 Btuh Indoor design DB: 70.0°F Manufacturers Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 152% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 5.6 kW 101 % of load Temp. rise: 50 OF Meets all requirements ofACCA Manual S. Entering coil DB: 76.8°F Entering coil WB: 63.7°F Entering coil DB: 68.4°F Capacity balance: 34 OF Economic balance: -99 OF 2018 -Jan -22 09:38:07 wrightsoft' Right-SufteO Universal 2017 17.0.28 RSU02534 Page 1 ACCP.... Specrfie Wyndham Preserve%Lol 23 - 1412 UL.rup Calc = 1VJ8 Front Door faces: E Duct System Summary Job: Starlight - Wyndham Pre... WI'Ight50ft' Date: 4/14/2017 Entire House By: Energy Air, Inc Plan: 1401 S 5401 Energy Air, Cl, Orlando, FL 32810 Phone: 407-8863729 Email: GRenner®energyair.com Web: www.energyair.com For: Lot 23 - 1412 UL, Starlight Homes 3842 Saltmarsh Loop, Sanford, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.204 / 0.076 in H2O 0.129 in/100ft 899 cfm Cooling 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.204 / 0.076 in H2O 0.129 in/100ft 899 cfm 218 ft 144 Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk FAM -DIN -KIT c 2961 102 144 0.145 8.0 Ox 0 VIFx 25.7 115.0 SO FAMFDIN-KIT A c 2961 102 144 0.251 7.0 Ox 0 VIFx 6.4 75.0 FAM4DIN-KIT KIU c 2961 102 144 0.248 7.0 Ox 0 VIFx 12.4 70.0 ba2 h 567 29 17 0.149 4.0 Ox 0 VIFx 22.3 115.0 stl bed2 h 1178 60 44 0.262 5.0 Ox 0 VIFx 8.1 70.0 bed3 h 1177 60 44 0.148 5.0 Ox 0 VIFx 23.4 115.0 stl cl3A h 770 39 21 0.140 4.0 Ox 0 VIFx 31.4 115.0 stl toyer h 2213 113 69 0.129 7.0 Ox 0 VIFx 38.9 120.0 stl Iaun-A c 974 17 47 0.142 4.0 0x0 VIFx 29.2 115.0 stl m bath h 1831 94 44 0.239 6.0 Ox 0 VIFx 10.4 75.0 m bed c 3286 144 160 0.252 7.0 Ox 0 VIFx 6.0 75.0 wic h 725 37 21 0.283 4.0 Ox 0 VIFx 2.3 70.0 Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk stl Peak AVF 360 342 0.129 459 12.0 0 x 0 VinlFlx Bold/italic values have been manually overridden 2018 -Jan -22 09 38:07 wrightSOW Right -Suite® Universal 2017 17.0.28 RSU02534 Page 1 CC% ... Specific\Wyndham Preserve\Loi 23 - 1412 UL.rup Calc = MJ8 Front Door faces: E Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 0x0 899 899 58.8 0.129 644 16.0 Ox 0 VIFx wrightSOW Right -Suite® Universal 2017 17.0.28 RSU02534 ACCP.... Specific\Wyndham Preserve\Lot 23 - 1412 UL.rup Calc = MA Front Door faces: E 2018 -Jan -22 09:38:07 Page 2 AHU Closet AHU Stand SA RA lower pantry ceiing to 8' VOWR 45 CFM Job #: Starlight - Wyndham Preserve Performed for: Lot 23 - 1412 UL 3842 Saltmarsh Loop Sanford, FL 32773 Level 1 m bath7 m bed 4'VTR O 10X6 94cfm 12x6 18x8 160 dm 6" 7! 8x4 37 dm wic 4 bed2 j 10x6 60 dm 12 24x18 14x6\ 899 dm 8x4 a2 29 dm 0 PVTR 4 4" 14x6 4 f16" 12x6 144 dm 7" E 12x6 144 dm 7" FAM -DIN -10T 12x8 144 dm 11 10x6 Ycfm 60 dm 8It 3faun C13 AHU ON METAL STAND 2.5 TON 240VI 5KW HP garage ct 12x6 113 dm foyer Energy Air, Inc Scale: 1/8" = 1'0" Page 1 5401 Energy Air,Ct RightSuiteOUniversal 2017 17.0.28 RSU02534 Orlando, FL 32810 2018 -Jan -22 09:38:17 Phone: 407-886-3729 ...am Preserve%Lot 23 -1412 UL.rup www.energyair.com GRenner@energyair.com LF to r n MA _ a 1412. nlakt Lumber design values are in accordance with ANSI/TPI 1 section 6.3 W1 These truss designs rely on lumber values established by others. RECORD COPY - — - M!Tek® RE: WP0023 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Starlight Homes Project Name: WP0023 Model: 1412 Tampa, FL 3361041115 Lot/Block: 23 Subdivision: Wyndham Preserve Address: City: Sanford State: Flordia Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 23 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 611315-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. Seal# Truss Name Date I No. I Seal# ITruss Name Date 1 T12963658 Al 1/15/18 118 IT12963675 JHJ5 1/155-8- 2 IT12963659 IA1G 11/15/18 119 1T12963676 I HJ7 1 1/15/18 1 13 I T12963660 I A2 11/15/18 120 I T12963677 I M 1 11 /15/18 4 T12963661 JA3 1/15/18 121 IT12963678 1lVl1G 1/15/18 5 IT12963662 JA4 1/15/18 122 IT12963679 I V4 1/15/18 16 I T12963663 I A5 11/15/18 123 I T12963680 I V6 11/15/18 1 17 IT12963664IA6 11/15/18 1 18 I T12963665 I A7 11/15/18 1 19 I T12963666 I A8 11/15/18 1 110 I T12963667 1A9 11/15/18 1 11 IT12963668 1131GE 115/18 1 8 - 12 IT12963669 IB2 1/15/18 1 113 1712963670 163 11/15/18 1gUllO/41,C 114 I T12963671 ICJ 1 11/15/18 1 15 IT12963672 JCJ3 1/15/18 1 SANFORC16IT12963673ICJ511/15/18 1 117 I T12963674 I EJ7 11/15/18 1 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. Z 1215 111111111111/ 1,,' p,S E N A<e' il; No 39380 o ' ' ir = P:• STATE OF•:40 N A 1 1. Thomas A. Mani PE W.39380 MiTek USA. Inc, 17 Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 15,2018 Albani, Thomas 1 of I Job Tniss Truss Type Oty Py loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 712963658lJobWP0023AlCommon11 MT20 244/190 r 0 BC 0.75 Vert(CT) 0.58 Reference (optional) Builders FirstSounx. Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 Mi ek Industries, Inc. Mon Jan 15 14:53:25 2018 Page 1 ID:N9Bezi UtzDi53XpKKw xzFz4rrf-ufaZu7FOBSKibR6wY2dGRV Y4pOgRK77f93Lu V zv41u 8-0-11 i 14$0 ) 011-5 + 290 :2A 6) 1- 031 8-0-,1 6.5-5 5-5 8-011 O,. 0 sOo ,2 4x8 = Scale - 1.50.5 1.5x8 STP = 1.5x8 STP = 3x4 = 3x4 = 3x4 = 4x6 = 4x8 = 1$ LOADING (psf)SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.27 2-12 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) 0.58 2-12 584 180 BCLL 0.0 ' Rep Stress Ina YES WS 0.48 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -SH Weight: 126 Ib FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1120/D -8-0,8=11120/D-8-0 Max Horz 2=90(LC 17) Max Uplift 2=302(1_C 12), 8=302(LC 13) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2014/1602,3-5=1769/1502,5-7-1769/1502,7-8=2014/1602 BOT CHORD 2-12=1339/1795, 10-112=-741311229,8-110=1345/1795 WEBS 5-10=-474/622,7-10=-4021563, 5.12=474/622, 3-12=-402/563 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-2 oc bracing. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuI11=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=1511: Cat. 11; Exp C; Encl., GCpi=0.18: MWFRS (envelope) and C -C Comer(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 14-6-0. Comer(3) 14-6-0 to 20.6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1 60 3) 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, with BCDL = I O.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (h=1b) 2=302.8=302. WARNING - Varlry, design paramof. and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/0312015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss "am. Before use, the building designer must vent' the applicablIrty, of design parameters and property Incaponde this design Into the overall building design. Bracing indicated Is to prevent trwiding of Individual truss web and/or chord members only Additional temporary and permanent bracing M iTek' Is Hweys required for stablity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. ase ANSVTPIII Quality CM¢Aa, OSS49 and SCSI Building Component 6904 Parke Fast Bind. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Sude 31Z Alexandria, VA 22314. Tampa. FL 36010 Job Truss Truss Type Oty Ply in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 712963659LbWP0023AIGrHipGirder11 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) Reference Builders FITS1501.110e, 181np8, Plant Gly. Flonda 33566 1-0-0 4311 7-0.0 11-0.7 1-0-0 4311 2-0-5 4-0-7 I 41' t 5x8 = 5 00 12 4 19 a.13u s bep 15 2U7 7 No I ex Industries. Inc. mon Jan 15 14:53:27 ZU76 Page 1 I D:N9Bezi UtzDD53XpKKwxzFz41Tf-q2i KJpGgilaNgkGJrffk WwdTtCMToseycNg9Zazv41; 163.1 20-0.0 122-0 0 , 24-0-5 ) 29-0 00 0-0I 4$11 4-0-15 1-0-0 2$5 4311 2x4 II 5x8 = 5x8 = 20 5 21 22 623 24 25 7 Scale = 1 51 5 1 5x8 STP = 16 17 26 27 15 28 29 1514 30 31 13 12 11 1 5x6 STP = 34 = 20 I I 30 = 5x8 = 3x4 = 1.5x8 STP = 2x4 I I 3x4 = 2x4 II 6x6 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.10 1617 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) 0.19 1617 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0 68 Horz(CT) 0.05 13 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matnx-SH LUMBER- BRACING - TOP CHORD 20 SP No.2 *Except* TOP CHORD 4-7 20 SP No.1 BOT CHORD BOT CHORD 20 SP No.2 WEBS WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1249/0.8-0, 13=3241/0-8-0, 9=-162/0-8-0 Max Horz 2=-46(LC 32) Max Uplift 2=-420(LC 8),13=1082(1-C 4),9=347(!-C 19) Max Grav 2=1257(LC 19), 13=3241 (LC 1), 9=171(LC 17) FORCES. (lb) - Max Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2497/826, 3.4=2330/821, 4-5=2100/763, 5.6=2099/763, 67=508/1648, 7-8=336/1214, 8-9=317/1014 BOT CHORD 2-18=74212225, 17-18=742/2225, 16-17=687/2155, 14-16=-266/877, 13.14=266/877, 12-13=1068/376, 11-12=-911/327, 9-11=911/327 WEBS 4-17=-85/559, 7-13=1411/553, 7-12=105/364, 612=347/127, 613=2987/1043, 614=0/381, 5-16=5111317, 616=476/1474 Weight. 148 Ib FT = 20% Structural wood sheathing directly applied or 3.60 oc purlins. Rigid ceiling directly applied or 5-44 oc bracing. 1 Row at midpt 613 NOTES - 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vuft=140mph (3 -second gust) Vesd=108mph; TCDL=4 2psf, BCDL=3.Opsf,. h=15ft; Cat. II; Exp C; Encl., GCpi=O 18, MWFRS (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 psl bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0-0 wide will fil between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=420, 13=1082, 9=347. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 Ib down and 202 Ib up at 7-0-0, 105 Ib down and 107 Ib up at 9.0.12, 105 Ib down and 107 Ib up at 114)-12.105 Ib down and 107 Ib up at 13.0.12, 105 Ib down and 107 Ib up at 14-6-0,105 Ib down and 107 Ib up at 15-11-4,105 Ib down and 107 Ib up at 17-11-4, and 105 Ib down and 107 Ib up at 19.11-4, and 200 Ib down and 202 Ib up at 22-D-0 on top chord, and 320 Ib down and 109 Ib up at 7-0-0, 81 Ib down at 9.0-12, 81 Ib down at 11.0-12, 81 Ib down at 13-0-12.81 Ib down at 14-6-0,81 Ib down at 15-114,81 Ib down at 17-114, and 81 Ib down at 19.114, and 320111 down and 109 Ib up at 21-114 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 AWARNING - Verify design parameters and READ NOTES ON TNS AND INCLUDED WTEN REFERENCE PAGE M8•7473 rev. 141034015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not MFtruss "am Before use, the building designer must verity the applicablirty of design parameters and property incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web andfor chord members only Additional temporary and permanent bracing k' WOWIsalwaysrequiredforstablidyandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthe fabrication, storage, delivery, erection and bracing of lassos and truss systems, see ANSVTPII Quality Crtterta, OSS -89 and BCSI Building component 6904 Parke Fast BIW. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314 Tamps, FL 36610 Job Truss Truss Type City Ply a truss system. Belvue use, the building designer must verify the applicabldly, of design parameters and property Incorporate this design Into the overall 712963659 WP0023 AIG Hip Girder 1 1 Job Reference (optional) Builders FirstSouroe, Tampa, Plant City, Florida 33568 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 1514:53 27 2018 Page 2 ID: N9Bezi UtzDi53XpKKwxzFz41Tf-g2iKJpGgilaNgkGJlTfk WwdTtCMToseyoNq?Zazv41 s LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1 25, Plate Increase=1 25 Uniform Loads (pit) Vert: 1-4=54, 4-7=54, 7-10=54, 2-9=20 Concentrated Loads (lb) Vert. 4=-153(F) 7=153(17) 15=58(17) 17-320(F) 12=-320(F) 19=105(17) 20=-105(F) 21=105(17) 22=105(F) 23=105(F) 24=105(17) 25=105(17) 26=58(17) 27=58(F) 28=-58(F) 29=58(F) 30=58(F) 31=58(17) O WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE AIII.7473 rsv. 109"015 BEFORE USE. Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and Is for an indlodual building component, not a truss system. Belvue use, the building designer must verify the applicabldly, of design parameters and property 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 Welk' Is always required for stabllay, and to prevent collapse with possible personal Injury and popery damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSIfTPII Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street. Suds 312. Alexandria. VA 22314 Tampa, FL 36810 Job Truss Truss Type Oty Ply LUMBER- BRACING - a truss system. Before use, the building designer must verily the applecabllly of design parameters and property Incorporate this design Into the overall TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins 712963660 WP0023 A2 Hip 1 1 REACTIONS. (Ib/size) 2=886/0-8-0, 8=524/0-8-0, 10=830/0-8-0 lJobReferencelopfional) Max Horz 2=58(LC 13) Tampa, FL 36610 Max Uplift 2=248(LC 8), 8=182(LC 9), 10=164(LC 8) utnicers FIrst501.1roe, Tampa, clam city, Flonoa 335bb a.l3u s Sep to zul f mi i eK th0usates, Inc mon Jan lb 14 03 za zuia regal ID:N9BeziUtzDp53XpKKwxzFz4rrf-IEGiX9HJU3iESurVDBAz38AiOch9X116r1 aY60zv4lr Y7 -0-0T 5$11 14.8.0 20-0-0 1 23 35 1 29-0-0 i0-0 01 58.11 3.3.5 5-" 5S-0 3.3-5 5$11 1-0.0 Scale - 1:51.5 4x6 = 3x9 = 4X5 = Mr 4 5 6 1.5x6 STP = 14 13 = 11 10 1.5x8 STP 3x4 = 3x8 = 3x8 = 2x4 11 1.5x9 STP = 3x8 = 3x9 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 125 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017lrP12014 CSI. TC 0.51 BC 0.82 WB 0.73 Matrix -SH DEFL. in Vert(LL) -0.16 Vert(CT) -0.34 Horz(CT) 0.05 loc) Wen Ud 2-14 >999 240 2-14 >724 180 8 n/a Na PLATES GRIP MT20 244/190 Weight: 138 Ib FT = 20% LUMBER- BRACING - a truss system. Before use, the building designer must verily the applecabllly of design parameters and property Incorporate this design Into the overall TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 5.1D-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=886/0-8-0, 8=524/0-8-0, 10=830/0-8-0 6904 Parke East Blvd. Max Horz 2=58(LC 13) Tampa, FL 36610 Max Uplift 2=248(LC 8), 8=182(LC 9), 10=164(LC 8) FORCES. (lb) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=1531/1110, 3-4=1285/904, 4-5=1156/866, 5-6=411/461, 6-7=487/471, 7-8=739/674 BOT CHORD 2-14=944/1362, 13-14=-629/1137, 11-13=-629/1137, 10-11=-447/620,8-10=-447/620 WEBS 3-14-262/399,4-14=182/297,5-11=903/542,7-11-253/393 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=140mph (3 -second gust) Vesd=108mph: TCDL=4.2psf; BCDL=3.Opsf: h=15ft; Cat. II; Exp C; Encl.. GCpi=0.18, MWFRS (envelope) and C -C Comer(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 30-0-0 zone; cantilever left and right exposed end vertical left and right exposed,C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s) except Ot=lb) 2=248,8=182.10=164. O WARNING • Verify design Paramafas and READ NOTES ON THIS AND INCLUDED M/TEN REFERENCE PAGE MII17473 r . 1000=015 BEFORE USE. Design valid for use only with MrTekB connectors This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verily the applecabllly of design parameters and property 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 k' WOWisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthe fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPN Quality Criteria, DSBa9 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 36610 Job Truss Truss Type Oty Ply Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 712963661LbWP0023A3Hip11 Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 15 14:53:30 2018 Page 1 ID N9BeziUtzDi53XpKKwxzFz4lTf-EdNS1GJZOgyxhC_uLcDR8ZFzGPO07KAPJL3fAvzv4lp x1-0-0+ 8$5 i 11-0-0 i 18-0.0 22-5.11 29-0-0 11-0-0 6.8-5 4511 7-0-0 45-11 6.6-5 5x6 = 4x8 = Scale = 1 51 5 1.5x8 STP = 11 11 3x4 = lu 9 1.5x8 STP = 3x8 = 2x4 II 3x4 = 3x8 = 2x4 II 3x8 = 8.8.5 + 11-0.0 + 18-0-0 i 22-5.11 i 29-0.0 66.5 4511 7-0.0 4511 6-5 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/TPI2014 CSI. DEFL. in (loc) Vdefl Ud TC 0.81 Vert(LL) 0.12 10-12 999 240 BC 0.64 Vert(CT) 0.26 10.12 999 180 WB 0.24 Horz(CT) 0.08 7 n/a n/a Matrix -SH Tampa, FL 3010 PLATES GRIP MT20 244/190 Weight: 139 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1120/0-",7=1120/D-" 7=1120/0-B-0 Max Horz 2=70(LC 12) Max Uplift 2=279(1_C 12), 7=279(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2136/1387, 3-4=1701/1133, 4-5=1535/1089, 5.6=1702/1133, 6.7=2135/1388 BOT CHORD 2-13-1181/1892,12-13=1181/1892,10-12=-793/1535, 9-10=1088/1892, 7-9=1088/1892 WEBS 3-12=-435/459, 4-12=193/392, 5-10=181/392, 6.10=435/460 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Comer(3) -1-0-0 to 5-0-0, Exterior(2) 540.0 to 30-0.0 zone; cantilever tell and right exposed end vertical left and right exposed:C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10 0 psf bottom chord live load noneoncurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=279.7=279. AWARNING - Vorfry design parameters end READ NOTES ON TNS AND INCLUDED Ia1TEX REFERENCE PAGE MII.7473 rov. IAVX2015 BEFORE USE. wwww Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not 1atrusssystemBeforeuse, the building designer must verify the applicability of design parameters and property rncorporele this design Into the overall budding design Bracing Indicaled Is to prevent buckling of Individual truss 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 Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality CrheAa, DSO -69 and SCSI Building Component 6961 Parke Fast Blvd Safety Information available from Truss Plate Institute. 218 N Lee street. Suite 312. Alexandria. VA 22314 Tampa, FL 3010 Job TrussTruss Type Oty Ply 7-7-12 Plate Offsets (X.Y)— 14:0.5-12.0-2-81.110:0.4-0.0.3-01 a truss system. Before use, the budding designer must verily the applksDllity of design parameters and properly incorporate this design Into the overall LOADING (psf) SPACING- 2-0-0 CSI. 7129636621WP0023A4Hip11 fabrication, storage, delivery, rection and bracing of trusses and truss systems, see ANSUTPH Quality Criteria, DSB49 and SCSI Building Component Vert(LL) 0.15 2-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Job Reference o o a Builders FirstSource, Tampa, Plant City, Florida 33565 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 14:53.31 2018 Page 1 3." 544 5x8 4x6 = 7-7-12 Scale = 1.51.5 1 5x9 STP = 12 11 10 9 1.5x8 STP = 4x8 _ 2x4 II 30 = 5x8 = 20 II 4x6 = 7-7- 12 - 12 13-0-0 18.0-0 2144 29-0.0Ill 7-7 544 3-0-0 l 544 7-7-12 Plate Offsets (X.Y)— 14:0.5-12.0-2-81.110:0.4-0.0.3-01 a truss system. Before use, the budding designer must verily the applksDllity of design parameters and properly incorporate this design Into the overall LOADING (psf) SPACING- 2-0-0 CSI. buadinp design.Bracingurdicatetl is to prevent buckling of Individualtruss web and/or chord members only. Additional temporary and permanent Dreelnp DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 fabrication, storage, delivery, rection and bracing of trusses and truss systems, see ANSUTPH Quality Criteria, DSB49 and SCSI Building Component Vert(LL) 0.15 2-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.24 2-12 >999 180 BCLL 00 ' Rep Stress Incr YES WB 047 Horz(CT) 008 7 n/a Na BCDL 10.0 Code FBC2017lrP12014 Matrix -SH Weight: 144 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/Size) 2=1120/0-8-0,7=1120/0-8-0 Max Horz 2=81(LC 12) Max Uplift 2=-293(LC 12), 7=293(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2099/1363, 3-4=1519/1045, 4-5=1349/1010, 5-6=115119/10441,6-7=2098/11363 BOT CHORD 2-12=1143/1854, 11-12=1143/1854, 111)411=662/11347,9-10=11055/11854, 7-9=1055/1854 WEBS 3-12=1/294, 3-1111=608/565,4-1111=249/367, 5-10=243/368, 6-10=407/565, 6-9=1/293 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph, TCDL=4 2psf; BCDL=3.Opsf, h=15ft; Cat II; Exp C; Encl., GCpi=0.18: MWFRS (envelope) and C -C Comer(3) -1-0-0 to 5.0-0, Exterior(2) 5.0.0 to 30-0.0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf 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 Ib uplift at joint(s) except (jt=1b) 2=293,7=293. QWARNING - Verify doslgn parametersend READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NO -7473 rev. 10003,2015 BEFORE USE. valid for use only with MITekS connectors This design Is based only upon parameters drown, and is for an Individual building component, not MFatrusssystem. Before use, the budding designer must verily the applksDllity of design parameters and properly incorporate this design Into the overall buadinp design.Bracingurdicatetl is to prevent buckling of Individualtruss web and/or chord members only. Additional temporary and permanent Dreelnp M iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, rection and bracing of trusses and truss systems, see ANSUTPH Quality Criteria, DSB49 and SCSI Building Component 69W Parke Fast Blvd. Safety Information eveltable from Truss Plate Institute, 218 N Lee Street. Sube 312. Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.27 8-10 >999 240 712963663 WPOO23 A5 Common 16Lb1 labrkatlon, storage, delivery, erection and bracing of trusses and truss systems, see ANSIr PII Quality Criteria, DS849 and SCSI Building Component BCLL 00 ' Rep Stress Ina YES WB 0.48 Horz(CT) 0.07 8 n/a n/a Reference (optional) Builders FlrstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 14:53:32 2018 Page 1 ID: N9Bezr UtzDb53XpKKwxzFz41Tf-B7MMWKpYHCfxV8HS 1 FvD_KH2D34T9shmeYmFozv4ln r1-0-0 811 14$4) 20.11.5 29-0-0 30-0-0 r1-0-0 8-0-11 6-55 85-5 8-0.11 1-0-0 Scale = 1"50 5 4x6 = 1.54 STP = 1 5x8 STP = 3x4 = 3x4 = 3x4 = 4x6 = 4x6 = 10.8.7 1&5.9 29-0-0 10317 7.11 'A InJL7 r I$ LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in loc) Vdeil Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.27 8-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 125 BC 075 Vert(CT) -0 58 8-10 >584 180 labrkatlon, storage, delivery, erection and bracing of trusses and truss systems, see ANSIr PII Quality Criteria, DS849 and SCSI Building Component BCLL 00 ' Rep Stress Ina YES WB 0.48 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -SH Weight: 126 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 51-2 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (Ib/size) 8=1120/0-".2=1120/0-8-0 Max Horz 2=90(1_C 13) Max Uplift 8=302(LC 13), 2=302(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2014/1602, 3.5=1769/1502, 57=1770/1502, 7-8=2014/1602 BOT CHORD 2-12=1339/1795, 110-12=74311229.8-10=134511795 WEBS 5-10=-474/622.7-10=402/563.5-12=-474/622, 3-12=-402/563 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuR=140mph (3 -second gust) Vasd=108mph; TCDL=4 2psf: BCDL=3 Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Comer(3) -1-0-0 to 55- D-0. Extenor(2) 5-0-0 to 14-6r0, Comer(3) 14-6-0 to 20-6-0 zone; cantilever left and night exposed : end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL -1.60 plate grip DOL=1.60 3) 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, with BCDL = 10 Opsf 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 8=302,2=302. AWARNING . Verify design parameters and READ NOTES ON TNS AND INCLUDED WTEK REFERENCE PAGE MX7473 rov. IMY2015 BEFORE USE. Design voted for use only with MITek® connectors This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or Mord members only Additional temporary and permanent bracing M iTe k' Is always required for stability and to prevent collapse with possible personal t*ry and property damage For general guidance regarding the labrkatlon, storage, delivery, erection and bracing of trusses and truss systems, see ANSIr PII Quality Criteria, DS849 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suds 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 712963664 WP0023 A6 Hip 1 1 BC 0.66 Builders FirsI50UrOB, Tampa, Plant tatty, Florida 33566 6.130 S Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 14 53 33 2018 Pape 1 7-0.10 55.14 3-11-0 5.5-14 7-0-10 1-0-0 Sale = 1.51.5 5x8 = 44 _ 4 5 1.5X6 STP = 13 12 —le 9 1 5x8 STP = 4x8 = 20 II 30 = 30 = 20 11 4x6 = 3x8 = LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.13 2-13 >999 240 MT20 244/190 TCDL 70 Lumber DOL 125 BC 0.66 Vert(CT) -0.21 12-13 >999 180 Safety Information available from Truss Plate Inst i 218 N Lee Street, Sure 312, Alexandria, VA 22314. BCLL 0.0 ' Rep Stress Ina YES WB 0.45 Horz(CT) 0.08 7 n/a n/a BCDL 100 Code FBC2017rrP12014 Matnx-SH Weight: 143 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.3.14 oc purlins BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 4-10-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1120/0-",7=1120/0-8-0 Max Horz 2=79(LC 12) Max Uplift 2=290(LC 12), 7=-290(LC 13) FORCES. (lb) - Max CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3--2128/1386,3-4=1563/1060,4-5=1391/1029, 5-6-156411060,6-7-2128/1386 BOT CHORD 2-13=1174/1885, 12-13=1174/1885, 110-112=693/11390,9-10=1081/1885, 7-9=1081/1885 WEBS 3.13=0/276, 3-12=579/551,4-i2=223/365.5-10=214/366.6-10=578/551,6-9=0/275 NOTES - 1) Unbalanced roof live loads have been considered for this design 2) Wind. ASCE 7-10; VuR=140mph (3 -second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3.Opsf; h=15ft; Cat. Il; Exp C; Encl. GCpiro.18; MWFRS (envelope) and C -C Comer(3) -1-0-0 to 5-0-0, Exterior(2) 5-0.0 to 30-0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate 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 fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=290.7=290. O WARNING • Verify des/gn parameters and READ NOTES ON INS AND INCLUDED M/TEK REFERENCE PAGE M0.7473 rev, 10IM015 BEFORE USE. Design valid for use only with MITek® connectors This design Is based only upon parameters shown, and is for an individual building component, not a truss "am Before use, the building designer must verily the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent bur.Wing of Individual truss web andror chord members only Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabnkation, storage, delivery, erechon and bracing of trusses and truss systems, see ANSVrPl1 Quality Criteria, DSB29 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Inst i 218 N Lee Street, Sure 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 7129636651obWPOO23A7Hip11 Code FBC2017/TPI2014 n/a n/a Matrix -SH Ib/size) 2=1120/"-0,7=1120/"-0 Tampa, FL 36610 Reference (ootionall, Builders FirstSource, Tempa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 14:53:35 2018 Page 1 ID N9BezIUtzDjj53XpKKwxzFz4lTf-baBL7YNigCaEozV79ocrcyglQ76gao8ScmQs7zv4lk 511-3 10-" 1858 i 23-013 29-0-0 X10-0-0 1-0-0 511-3 4-75 7-11-0 4 5 511-3 1-0.01 5x8 = 4x8 = Scale = 151 5 1.54 STP = 13 12 — 10 9 1 5x8 STP = 3x8 _ 2x4 II 3x4 = 3x4 — 3x8 = 2x4 II 3x8 = 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 Ina YES BCDL 10.0 Code FBC2017/TPI2014 CSI. DEFL. in (loc) Vdefl Ud TC 0.83 Vert(LL) 0 13 10-12 999 240 BC 0.60 Vert(CT) 0.30 10-12 999 180 WB 0.22 Horz(CT) 0.08 7 n/a n/a Matrix -SH Ib/size) 2=1120/"-0,7=1120/"-0 Tampa, FL 36610 PLATES GRIP MT20 244/190 Weight: 139 Ib FT = 20% LUMBER- BRACING - valid for use only with MlTakV connectors. This design is based only upon parameters shown, and Is for an individual building component, not TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 4-5:20 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-0-14 oc bracing BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 4-10 WEBS 2x4 SP No 3 6904 Parke Fast Blvd. REACTIONS. Ib/size) 2=1120/"-0,7=1120/"-0 Tampa, FL 36610 Max Horz 2=-67(LC 17) Max Uplift 2=279(1-C 8), 7=279(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2156/1408, 3-4=1751/1150, 4-5=1585/1111, 5-6=1752/1150, 6.7=2155/1408 BOT CHORD 2-13=1209/1913, 12-13=1209/1913, 10-12=826/1584, 9.10=1116/1913, 7-9=1116/1913 WEBS 3-12=391/439.4-12-162/396,5-10-149/396, 6-10=390/440 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=108mph, TCDL=4 2psf; BCDL=3.Opsf; h=15ft; Cat. II, Exp C. Encl. GCpi=0.18, MWFRS (envelope) and C -C Comer(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 30-0.0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=279.7=279. QWARNING • Vorl/y daalpn paremorers and READ NOTES ON TlaS AND INCLUDED MITEK REFERENCE PAGE 61/1-7I77 rev. 1WD3/2015 BEFORE USE. valid for use only with MlTakV connectors. This design is based only upon parameters shown, and Is for an individual building component, not MFatrusssystem. Before use. the building designer must verify the applicability of design parameters and property 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 iTe k - Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery, 014101011 and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DS849 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type Oy Ply in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 T12963666 WP0023 A8 Roof Special 1 1 Job Reference (optional) Builders FlrstSource, Tampa, Plant City, Florida 33566 3S3 6.11-13 - 1-11.8 4x6 = 4 5x12 = 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 15 14:53:36 2018 Page 1 8-" 34-14 5-1-10 4x8 = Scale = 1'52.4 1.5x8 STP = _ I' to 1 5x8 STP = 3x8 = 3x4 = 4x8 = 3x6 = 3x8 = 3x8 = LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.17 12 999 240 TCDL 7 0Lumber DOL 1.25 BC 0.79 Vert(CT) 0.29 10-12 999 180 BCLL 0.0 ' Rep Stress Inor YES WB 0.49 Horz(CT) 0.09 8 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -SH LUMBER - TOP CHORD 2x4 SP No 2 *Except* 5-6: 2x4 SP No 1 BOT CHORD 20 SP No.2 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1120/0-8-0,8=1120/0-8-0 Max Horz 2=67(1_C 13) Max Uplift 2-275(LC 12), 8-331(LC 13) PLATES GRIP MT20 244/190 Weight. 141 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-6-0 oc bracing. WEBS 1 Row at midpt 5.10 FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3-2267/1904, 34-2026/1572, 4-5-2306/1849, 5.6=1767/1466, 6-7=1926/1506, 7-8-2115/1734 BOT CHORD 2-13-1691/2049.12-113-99811558, 10.12=1310/2068, 8-10-1479/1892 WEBS 3-13=-321/559, 4-13=-278/366, 4.12=-946/1279, 5-12-1013/893, 5.10=331/323, 6.10=-252/464, 7-10-171/400 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; MWFRS (envelope) and C -C Comer(3) -1-0-0 to 5-0-0. Exterior(2) 5-0-0 to 10-6-0, Comer(3) 10.6-0 to 26.5.8, Exterior(2) 26-5-8 to 30-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL -1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreni with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (11=1b) 2=275,8=331. AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE M11.7473 rev. tdro7/2015 BEFORE USE. Design valid for use only with MRek® connectors This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and property Incorporate this design Into the overall buUdrnp tlesipn Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only Addi tonal temporary and permanent bracing WOWIsaWaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSVTPI1 Quality Criteria, DSB-89 and SCSI Building Component 8904 Parke East Bind. Safety Information available from Truss Plate Institute. 218 N Lee Street. Suite 312. Alexandria, VA 22314 Tampa. FL 36810 Job Truss Truss Type Oty Ply LUMBER- BRACING - a truss system Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied. 712963667LbWPOO23A9RoofSpecial11 Reference (optional) Builders Firal50UrCe, Tampa, Plant Gity, Florida 33566 5-8.4 4-11.12 3.11.8 44 = 4 8.130 s Sep 15 2017 MiTek Industries, Inc; Mon Jan 15 14 53:37 2018 Page 1 IzDp53XpKKwxzFz4Rf-Xzl6PEOyMggyl H1 EFar4w1 1 7SEpz8NPOwwFXw?zv4li 22-5-8 + 29-0-0 30-0 01 8.0-0 6-"1-0-0 Scale = 1:513 1 5x8 STP = 3x4 = x8 4x6 = 3x8 I I 3x8 3x8 _ 5x8 = 10 9 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 00 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 CSI. TC 0.94 BC 0.58 WB 0.66 Matrix -SH DEFL. in (loc) Vdefl Lid Vert(LL) 0.11 12-13 >999 240 Vert(CT) -0.19 12-13 >999 180 Horz(CT) 002 10 n/a n/a PLATES MT20 MT20HS Weight: 143 Ib GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - a truss system Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5.11-15 oc bracing, Except: 7-11: 2x6 SP No.2 8-8-11 oC bracing: 12-13. WEBS 2x4 SP No 3 WEBS 1 Row at midpt 6-12 6904 Pap East Bind REACTIONS. All bearings 8-8-0 except (jt=length) 2=0-8-0, 10=0-38. Tampa, FL 36610 lb) - Max Horz 2=67(LC 17) Max UpIIft All uplift 100 Ib or less at joints) 7, 10 except 2=219(LC 12), 9=384(LC 13) Max Grav All reactions 250 Ib or less at /oint(s) 7, 10 except 2=791(LC 1), 9=1272(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1368/1166, 3-4=-1159/1015,4-5=1188/1092,5-6-1011/879,6-7=453/664 BOT CHORD 2-13=965/1204, 12-13=-447/780, 1D-12 17/626.9-10=-617/626,7-9=552/572 WEBS 313=-283/465, 4-13=355/440, 4-12=-378/473, 5.12=7771780, 6.12=1302/1726, 6-9=1202/1057 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, VuI1=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft, Cat. Il; Exp C, Encl , GCpi=0.18; MWFRS (envelope) and C -C Comer(3) -14)-0 to 5-0-0, Exterior(2) 5-0.0 to 10-6.0. Corner(3) ID -6-0 to 28-5-8. Exterior(2) 28-5-8 to 30.0-0 zone, cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces d MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 24)-0 wide will rd between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s) 7, 10 except jt=lb) 2=219.9=384. O WARNING - Vorlry daslpn Paremetma and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 041067473 rev. f(032015 BEFORE USE. Design valid for use only with MITela® connectors This design Is based only upon parameters drown, and Is for an Individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only Additional temporary and permanent bracing MiTek' rs always required for stability and to prevent collapse with possible personal m)ury and property damage For general guidance regarding the fabrication, storage, delivery. erection and bracing of Wsses and truss systems, see ANSVrPl1 Quality Criteria, DSB-19 and 8CSI Building Component 6904 Pap East Bind Safety Information available from Truss Plate Institute. 218 N Les Street. Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Ory Py Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 712963668LbWPOO23B1GECommonSupportedGable11 Code FBC2017/1'PI2014 WB 0.07 Horz(CT) 0.00 12 Tire Reference (optional) Builders FirstSOurce. Tampa, Plant City, Florida 33566 am] to." 8 130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 14:53:39 2018 Page 1 ID: N9Bezi UtzDjj53XpKKwxzFz4rrf-TMOsgwOCuR4gGaAdM?IY?S7gC2dgc03jNEke?uzv4lt 4x8 = 1-0.0 Scale - 1:36 9 30 = 23 22 21 20 19 18 17 16 15 14 30 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 FBC2017/1'PI2014 CSI. DEFL. in loc) Vdefl Lid TC 009 Vert(LL) 0.00 12 nrr 120 BC 004 Vert(CT) 0.00 12 Ink 120 WB 0.07 Horz(CT) 0.00 12 Tire n/a Matrix -SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 20 SP No 3 REACTIONS. All bearings 21-0-0. lb) - Max Horz 2=67(1_C 13) MaxUplift All uplift 100 Ib or less at joints) 2, 20, 21, 22, 23, 17, 16, 15, 14, 12 Max Grav All reactions 250 Ib or less at joints) 2, 19, 20, 21, 22, 23, 17, 16, 15, 14, 12 FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 6-7=72/252, 7-8=72/255 PLATES GRIP MT20 244/190 Weight: 99 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc puffins. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=15ft: Cat ll, Exp C: Encl.. GCpi=0.18, MWFRS (envelope) and C -C Comer(3) -1-0-0 to 5-0-0, Exterior(2) 5-D-0 to 10-6-0. Comer(3) 10-6-0 to 16-6-0 zone; cantilever left and right exposed , end vertical left and right exposed,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consuh qualified building designer as per ANSI/TPI 1. 4) All plates are 20 MT20 unless otherwise Indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2.0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 20, 21, 22, 23, 17,16,15,14,12. O WARNING - Verity daslgn parameters and READ NOTES ON MS AND INCLUDED MITEK REFERENCE PAGE MX7473 rw. 10100312015 BEFORE USE. Design valid for use only with Mrek® connectors This design Is based only upon parameters shown, and Is for an Individual building component. not a truss system. Before use, the building designer must verity the appikabitty of design parameters and property incorporate this design Into the overall building design. Bracing indicated la to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOWIsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 5904 Parke East Bind Safety Information milabis from Truss Plate Institute, 218 N. Lee Street, Suite 312, Mexandda, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Py 6-1-0 Plate Offsets (X.Y)— 12,0-3-O.Ednel. 16:0-3-0.Edael a truss system. Before use. the building designer must verify the applicability of design parameters and property Incorporate this design Into the overact LOADING (psf) SPACING- 2-" CSI. T12963669lJobWPOO23B2Common41 Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 1514 53:40 2018 Page 1 I D:N98eziUtzDp53XpKKwiaFz4lTf-yY_E2GQg8CXuklpwiOnYgflaRgxLrclwUBXKzv41f 1-0-0 383 1080 17-5-13 21-041 22-M 1-0-0 383 6.11.13 6.11.13 383 Cy Scale - 1.36.9 05 = 1 5x8 STP = 30 = 30 = 3x4 = 1.5x6 STP = 3x6 = 3x6 = 1$ 8.1.8 14.10.9 214.0 9-1-9 8.9.1 6-1-0 Plate Offsets (X.Y)— 12,0-3-O.Ednel. 16:0-3-0.Edael a truss system. Before use. the building designer must verify the applicability of design parameters and property Incorporate this design Into the overact LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.14 8-10 >999 240 MT20 244/190 TCDL 70 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.31 8.10 >787 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.22 Horz(CT) 004 6 n/a n/a BCDL 100 Code FBC2017/TP12014 Matrix -SH Weight, 95 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid calling directly applied or 5-1-3 oc bracing WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=824/0.8-0, 6=824/0-8-0 Max Horz 2=-67(LC 13) Max Uplift 2=225(LC 12), 6=225(LC 13) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=1601/1471, 3-0=1335/1136, 4-5=1335/1136, 5-6=1601/1471 BOT CHORD 2-10=1302/1438, 8.10=583/868, 6.8=1310/1438 WEBS 4-8=290/481, 5.8=348/587, 4-10=290/481, 310=348/587 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7-10; Vuh=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 5-0-0, Exterior(2) 5-0.0 to 10.6-0. Corner(3) 10.6-0 to 16-6-0 zone, cantilever left and right exposed ; end vertical left and right exposed,C-C for members and forces d MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord wive 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 rd between the bottom chord and any other members 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except (jt=1b) 2=225.6=225. AWARNING - Verily desrpn paramafers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111474711 rev. 1410.34015 BEFORE USE. wwww valid for use only with MITek® connectors. This design Is based only upon parameters drown, and is for an Individual building component, not MFatrusssystem. Before use. the building designer must verify the applicability of design parameters and property Incorporate this design Into the overact building design. Bractng Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing k' WOWIsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabr"lon, storage. delhrory, erection and bractng of trusses and truss systems. see ANSVTPII Dually Criteria, DS849 and SCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type City Ply 1.25 Rep Stress Ina YES Code FBC2017frP12014 Vert(CT) -0.31 7-9 >788 180 712963670 WP0023 B3 Common 3 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP11 Quality Criteria, OSB -89 and BCSI Building Component Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 15 14.53:42 2018 Page 1 ID:N9BeziUtzDJ53XpKKwxzFz4lTf-ux67TxS5BMTE82vC27QFd5173F WMpl9A3CzlbDzv4ld 1-0-0 35.3 105-0 175-13 21-0-0 i 1-0-0 I 3-0.7 6-11-13 I 6.11.13 + 35-3 Scale = 1.36 3 5x6 = 1.5x9 STP = 30 = 3x4 = 3x4 = 1.5x8 STP = 3x9 = 3x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 1100 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017frP12014 REACTIONS. (ab/size) 6=750/0-8-0, 2=827/0-8-0 Max Horz 2=73(LC 16) Max Uplift 6=196(LC 13), 2=226(LC 12) CSI. DEFL. in loc) Well Ud PLATES GRIP TC 0.88 Vert(LL) -0.14 7-9 >999 240 MT20 244/190 BC 0.63 Vert(CT) -0.31 7-9 >788 180 building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing WB 0 24 Horz(CT) 0.04 6 We n/a Matrix -SH fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP11 Quality Criteria, OSB -89 and BCSI Building Component Weight: 94 Ib FT = 20% Safety Information evallabla from Truss Plate Institute, 218 N Lee Street. Suite 312, Alexandria. VA 22314. BRACING - Tampa. FL 36610 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-11-13 oc bracing. FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1606/1513, 3-4=1340/1168, 4.5=-1352/1233, 5-6=1621/1589 BOT CHORD 2-9=-1361/1443, 7-9=-643/873, 6-7=1400/1465 WEBS 4-7=316/485, 5-7=3611/599,4-9=28414811, 3.9=348/581 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuH=140mph (3 -second gust) Vasd-108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft, Cat. II, Exp C; End , GCpi=O 18; MWFRS (envelope) and C -C Comer(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 10-6.0, Comer(3) 10.6-0 to 16-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcufrent 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 fid between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 6=196.2=226. 1$ AWARNING - Vartly deslpn parameters and READ NOTES ON MS AND INCLUDED MITEK REFERENCE PAGE I1110.747S rev. 1ta05r201S BEFORE USE. Design valid for use only with Mi rek* connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a trusssystem. Before use. the building designer must verty the applicabtity of design parameters and property 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 always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP11 Quality Criteria, OSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information evallabla from Truss Plate Institute, 218 N Lee Street. Suite 312, Alexandria. VA 22314. Tampa. FL 36610 Job Truss Truss Type Q y Ply PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -000 2 >999 240 ljobReferenre(oploonal) 712963671 WP0023 Cil Jack -Open 6 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSMI1 Quality Criteria, DS049 and SCSI Building Component BCLL 0.0 WB 0 00 Horz(CT) -0.00 3 n/a n/a Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Mon Jan 15 14:53.43 2018 Page 1 ID N9BeziUtzDi53XpKKwxzFz4lTf-M7gNgHTlygb51CUObgyUAIHLGfJIYF9Jlsir8tzv4lc r -1-0-01-0-0 r 1-0.0 1-0-0 i -- •• - -- - -••— 2x4 = Seale = 1.6.5 LOADING (psf) 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) -000 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 001 Vert(CT) -0.00 2 >999 180 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSMI1 Quality Criteria, DS049 and SCSI Building Component BCLL 0.0 Rep Stress Incr YES WB 0 00 Horz(CT) -0.00 3 n/a n/a BCDL 100 Code FBC2017/TP12014 Matnx-P Weight: 5 Ib FT = 20% LUMBER. BRACING. TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (Ib/size) 3=8/Mechanical, 2=125/D-8-0.4=9/Mechanical Max Horz 2=30(LC 8) Max Uplift 3=8(LC 1), 2=-69(LC 8) Max Grev 3=15(LC 8), 2=125(LC 1), 4=18(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vuft=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Comer(3) zone; cantilever left and right exposed, end vertical left and right exposed,C-C for members and forces & MWFRS for reactions shown; Lumber DOL -1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will I'd between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. O WARNING - Verify daslgn parameters and READ NOTES ON INS AND INCLUDED WTEK REFERENCE PAGE M0.7473 rev. 10003,7015 BEFORE USE. Design valid for use only with MTekB connectors. This design Is based only upon parameters shorn, and Is for an Individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design Bracing Indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSMI1 Quality Criteria, DS049 and SCSI Building Component 6904 Parke Fast Blvd Safety Information available from Tens Plate Insidule, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa. FL 36810 Job Truss Truss Type Oty Ply CSI. DEFL. in loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 712963672 WP0023 CJ3 Jack -Open 6 1 2-4 >999 180 BCLL 00 ' Rep Stress Inv YES WB 0.00 Horz(CT) -0 00 3 n/a n/a Reference Builders FirstSource. Tampa. Plant City, Florida 33566 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Jen 1514:53:44 2018 Page 1 I D:N9Bez)UtzDy53XpKKwxzFz41T4JDludULjzjyN L3a9niWgVu3JUHiOSXWSPg5zv41 b 1 3-0-0 3x4 = 7.5x8 STP = Scale = 1.10 B Plate Offsets (X.Y)— f2:0-0-2.0-0-01 Design valid for use only with MRek® connectors This design Is based only upon parameters shown, and Is for an Individual building component, not LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -000 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 00 ' Rep Stress Inv YES WB 0.00 Horz(CT) -0 00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -P Weight: 11 Ib 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. (Ib/sae) 3=52/Mechanical, 2=187/0-8-0, 4=26/Mechanical Max Horz 2=59(LC 12) Max Uplift 3=-42(LC 12), 2=72(LC 8) Max Grav 3=52(LC 1), 2=187(LC 1), 4=52(LC 3) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cal. 11; Exp C, Encl., GCpi=0.18; MWFRS (envelope) and C -C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 6 MWFRS 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 Ib uplift at Joint(s) 3, 2. WARNING - Varity design parameters and READ NOTES ON Ties AND INCLUDED WTEK REFERENCE PAGE M147473 rev. 1003/20/5 BEFORE USE. Design valid for use only with MRek® connectors This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use. the building designer must verily the applicability of design parameters and properly incorporate this design Into the overall building design. Bradng Indicated Is to prevent buckling of Individual truss web andror chord members only Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI11 Quality Criteria, DSBa9 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Thus Plate Institute, 216 N. Lee Street, Suite 312. Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Py in loc) Vdeft Ud TCLL 20.0 Plate Grip DOL 712963673 WP0023 CJS Jack -Open 5 1 240 TCDL 7 0Lumber L 1.25 BC 0.26 Vert(CT) Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8 130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 14:53:46 2018 Page 1 ID: N9BeaUtzDb53XpKKwxzFz4Rf-miL VI JVbFbzgcfDzHzVBoxvn~lal_gxVk_zv41Z t-0-0 5-0-0 5-041 Scale - 1. 14.9 3x8 = 1 5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdeft Ud TCLL 20.0 Plate Grip DOL 1 25 TC 0.56 Vert(LL) 0.03 2-4 999 240 TCDL 7 0Lumber DOL 1.25 BC 0.26 Vert(CT) 0.05 2-4 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (Ib/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. PLATES GRIP MT20 244/190 Weight: 17 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsf; h=15ft; Cat. II, Exp C; Encl., GCpi=O 18, MWFRS (envelope) and C -C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp 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 Ib uplift at joint(s) 3, 2. O WARNING - Verify design parameters and READ NOTES ON INS AND INCLUDED WTEK REFERENCE PAGE 1N11-7/73 rev. I&M015 BEFORE USE. Design valid for use only with MlT&IM connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss "am Before use, the building designer must verdy the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual tens web and/or chord members only Adddlonal temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal Iniury and property damage. For general guidance regarding the fabrlicMon. storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPl1 Quality Criteria, OSS49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 216 N Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply MFesssystem. Before use, the building designer must verily the applicability of design parameters and properly this design Into the overallWIncorporate LOADING (psf) SPACING- 2.0-0 CSI. 712963674 WP0023 EJ7 Jack -Open 9 1 Vert(LL) 0.13 2-4 >594 240 MT20 244/190 TCDL 7.0 Lumber DOL 125 BC 0.59 Job o 'o a Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MTek Industries. Inc. Mon Jan 15 14:53:47 2018 Page 1 ID N9BeziUtzD853XpKKwxzFz4lTf-EuvuWIWD0u5XEpo9gg00K8Sr8GD4U38vDUg3HOzv4IY r 1-0-0 7-0-0 1-0-0 7-0-0 i 3x8 = 1 5x8 STP = Scale= 1,19 a FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES - 1) Wind: ASCE 7-10; VuB=140mph (3 -second gust) Vesd=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-", Exterior(2) 5-0.0 to 6-114 zone, cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (lt=1b) 3=102. O WARNING • Verify design parameters and READ NOTES ON TKS AND INCLUDED MITEK REFERENCE PACE 11//67473 rov. 1MV3/2015 BEFORE USE. 7-" Design valid for use only with Mrrok® connectors This design Is based only upon parameters shown, and is for an Individual building component, not Plate Offsets (X.Y)— 12:0-8-0.0-0-101 MFesssystem. Before use, the building designer must verily the applicability of design parameters and properly this design Into the overallWIncorporate LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.93 Vert(LL) 0.13 2-4 >594 240 MT20 244/190 TCDL 7.0 Lumber DOL 125 BC 0.59 Vert(CT) -0 18 2-4 >431 180 BCLL 00 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 Na Ne BCDL 10.0 Code FBC2017/TP12014 Matrix -SH Weight: 23 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=159/Mechanical, 2=324/0-8-0, 4=78/Mechanical Max Horz 2=122(LC 12) Max Uplift 3=102(1-C 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 NOTES - 1) Wind: ASCE 7-10; VuB=140mph (3 -second gust) Vesd=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-", Exterior(2) 5-0.0 to 6-114 zone, cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (lt=1b) 3=102. O WARNING • Verify design parameters and READ NOTES ON TKS AND INCLUDED MITEK REFERENCE PACE 11//67473 rov. 1MV3/2015 BEFORE USE. Design valid for use only with Mrrok® connectors This design Is based only upon parameters shown, and is for an Individual building component, not MFesssystem. Before use, the building designer must verily the applicability of design parameters and properly this design Into the overallWIncorporate building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire k' Is always required for stability and to prevent collapse with possible personal Injury and properly damage For general guidance regarding the fabrication, storage, delivery, erectwn and bracing of trusses and buss systems, see ANSVTPI7 Quality Criteria, DSB49 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Tens Plate Institute, 215 N Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Plate Grip DOL 125 TCDL 7.0 I 1.25 712963675 WP0023 HJ5 Diagonal Hip Girder 1 1 job Reference (optionall Builders FirslSource, Tampa, Plant City, Florida 33566 3-6-3 ID 8.130 s Sep 15 2017 MTek Industries. Inc. Mon Jan 15 14 53:48 2018 Page 1 3.5.11 Scale= 1:15 7 2x4 = 20 = LOADING (psf) SPACING- 2-0-0 TC LL 20.0 Plate Grip DOL 125 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Ina NO BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No 3 CSI. DEFL. in loc) Vdefl Ud TC 0.19 Vert(LL) 0.01 6.7 999 240 BC 0.23 Vert(CT) 0.02 6-7 999 180 WB 0.09 Horz(CT) 0.00 5 n/a n/a Matnx-SH REACTIONS. (Ib/sae) 4=82/Mechanical, 2=315/0.10-15, 5=143/Mechanical Max Horz 2.100(LC 4) Max Uplift 4=-51 (LC 4), 2=103(LC 4), 5=-27(LC 8) Max Grav 4=87(LC 19), 2=315(LC 1), 5=143(LC 3) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=396/66 BOT CHORD 2-7=106/357, 6.7=106/357 WEBS 3-6=379/113 PLATES GRIP MT20 244/190 Weight: 29 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing NOTES - 1) Wind ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psf, h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18, MWFRS (envelope); cantilever left and right exposed, end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4, 5 except (jt=1b) 2=103. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 Ib down and 85 Ib up at 1-4-15, 68 Ib down and 85 Ib up at 1-415, and 25 Ib down and 38 Ib up at 4-2-15, and 25 Ib down and 38 Ib up at 4-2-15 on top chord, and 1 Ib down at 1-415, 1 Ib down at 1.415, and 18 Ib down at 4-2-15, and 18 Ib down at 4-2-15 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 i Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 114=54,2-5=20 Concentrated Loads (lb) Vert 8=44(F=22,8=22) O WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M&7473 rev. 10,01W015 BEFORE USE. Design valid for use only wah Mrek® connectors This design Is based only upon parameters shown, and Is for an Individual budding component. not a truss system. Before use. the budding designer must venly the applicabldy of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent buctding of Individual truss 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 Injury and property damage For general guidance regarding the fabncallon, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N Lee Street. Suite 312, Alexandria, VA 22314 Tampa, FL 36810 Job Truss Truss TypeOty CSI. Ply TC LL 20.0 Plate Grip DOL 125 TC 0.43 Vert(LL) 712963676lJobWP0023HJ7DiagonalHipGirder21 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(CT) Reference a Builders FirstSource. Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 M7ek Industries, Inc. Mon Jan 1514:53 50 2018 Page 1 I D: N9BeziUtzDb53XpKKwxzFz41Tf-fTbO8gY6lpT65GWk Woa7yn4U9T19hNBLvS,40zv41V 7-" 9-10-1 7." + 2-9-9 Scale = 1.21.2 2x4 = 20 = 5 20 \\ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TC LL 20.0 Plate Grip DOL 125 TC 0.43 Vert(LL) TCDL 7 0Lumber DOL 1.25 BC 0.44 Vert(CT) BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(CT) BCDL 10.0 Code FBC2017lrP12014 Matrix -SH in (loc) Udell Lid 0.05 2-7 >999 240 0.11 2-7 >999 180 001 5 n/a n/a LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No 2 BOT CHORD WEBS 2x4 SP No 3 REACTIONS. (Ib/size) 4=14/Mechanical, 2=445/0-10-15,5=400/Mechanical Max Horz 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. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-3=-593/161 BOT CHORD 2-7=206/527, 6.7=206/527 WEBS 3-7=0/359, 3-6=696/272 NOTES - PLATES GRIP MT20 244/190 Weight. 39 Ib FT = 20% Structural wood sheathing directly applied or 6.0-0 Dc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing 1) Wind: ASCE 7-10; Vuft=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psf, h=15ft; Cat II; Exp C; Encl., GCpi=0.18: MWFRS (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 Ib uplift at joint(s) 4 except (Jt=1b) 2=145.5=154. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68111 down and 85 111 up at 1-4-15, 68111 down and 85 Ib up at 1-415, 25 Ib down and 38 Ib up at 4-2-15, 25 Ib down and 38 Ib up at 4-2-15, and 50 Ib down and 87 Ib up at 7.0.14, and 50 Ib down and 87111 up at 74)-14 on top chord, and 1 Ib down at 1-4-15, 1 Ib down at 14-15, 18111 down at 42-15, 18 Ib down at 4-2-15, and 38 Ib down at 7-0-14, and 38 Ib 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=l 25 Uniform Loads (plf) Vert: 14=54,2-5=20 Concentrated Loads (lb) Vert: 3=75(F=38, B=38) 7=36(F=18, B=-18) 8=44(F=22, 8=22) AWARNING - VorW daslgn parameters and READ NOTES ON MS AND INCLUDED AVTEK REFERENCE PAGE 104473 rev. 11 waofb BEFORE USE. Design valid for use only wdh MiTsk® connectors. This design Is based ony upon parameters shown, and Is for an individual building component, not a truss system. Before use. the building designer must verify the applicabrbly of design parameters and property incorporate this design Into the overall budding design. Bracing Indicated Is to prevent buckling of Individual trust web andfor chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSVTPI11 Quality Criteria, DSB49 and SCSI Building Component 6904 Parks East Blvd. Safety Information available from Truss Plate Institute. 218 N Lee Street, Suite 312. AlexandM, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 7Job Ti WP0023 M7 Monopitrh 1 100 Code FBC2017/TPI2014 Builders FlrstSource, Tempa, Plant City, Florida 33566 8.130 s Sep 15 2017 MTek Industries, Inc Mon Jan 15 14.53:52 2018 Page 1 ID N9BeziUtzDJ53XpKKwxzFz4Tf-bsinZMaMgRjgKag7dDcb1C9j3Hy99JNeMmOgydzv4lT 1.0.0 6S8 6SE 1.5x6 STP = 3x6 11 4 3x6 = 1.54 STP = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 00 ' Rep Stress Inv YES BCDL 100 Code FBC2017/TPI2014 Scale= 1, 19.0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TC 0.85 Vert(LL) 0.08 24 898 240 MT20 2441190 BC 0.47 Verl(CT) 0.16 24 449 180 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. WB 0.00 Hort(CT) 0.00 4 n/a n/a Matnx-P Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 1 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (ab/size) 4=216/0-6-8, 2=304/0-8-0 Max Horz 2=128(LC 11) Max Uplift 4=78(LC 12), 2=93(LC 8) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4170/409 Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid telling directly applied or 10-0.0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vuft=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft: Cat. If: Exp C, Encl., GCpi=0.18; MWFRS (envelope) and C -C Comer(3) -1-D-0 to 5.0-0, Exterior(2) 5.0.0 to 6-4-12 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 6 MWFRS 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4, 2. AWARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MO -7473 rev. 1407/1015 BEFORE USE. Design valid for use only with MiTekm connectors This design is based only upon parameters shown, and Is for an Individual building component, not a truss system Before use, the building designer must vent' the applicability of design parameters and properly Incorporate this design Into the overall building design Bracing indicated Is to prevent buckling of individual truss web andior chord members only Additional temporary and permanent bracing M iTek' is always required for stabW and to prevent collapse with possible personal In)ury and property damage For general guldance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Duality Criteria, DS049 and BCSI Building Component 6904 Parke East Bid Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa. FL 36810 Job Truss Truss Type Qty Ply 20.0 Plate Grip DOL 1.25 TC 0.35 TCDL 7.00 T12963678LbWPOO23MIGHalfHipGirder11 Reference (optional) Builders FirsiSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 15 14 53:53 2018 Page 1 ID:N9BeziUtzDp53XpKKwxzFz4Tf-32G9mib bkrgykFJBx7gaP17bhMrukenbQ7NU4zv41S 5-0.0 6.6-0 1-0-0 5-0.0 1$-0 5xS = 2x4 II 3 4 20 = 1.5xS STP = LOADING (psf) SPACING- 20.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 TCDL 7.00 Lumber DOL 1.25 BC 0 25 BCLL 0. ' Rep Stress Ina NO WB 0.13 BCDL 10.0 Code FBC2017/TP12014 Matrix -P DEFL. in (loc) Vdeft Ud PLATES GRIP Vert(LL) -0.02 2-6 >999 240 MT20 244/190 Vert(CT) -0.04 2-6 >999 180 Horz(CT) 000 5 n1a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No 2 WEBS 20 SP No 3 BOT CHORD REACTIONS. (Ib/size) 5=374/0.6-6, 2=347/0-8-0 Max Horz 2=103(LC 20) Max Uplift 5=133(LC 5), 2=115(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=294/66 WEBS 3-6=0/345, 3-5=-423/125 Seale - 1:17.7 Weight: 30 Ib FT = 20% Structural wood sheathing directly applied or 6.0.0 DC purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing NOTES - 1) Wind: ASCE 7-10; Vuh=140mph (3 -second gust) Vesd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. It: Exp C. Encl , GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s) except (jt=1b) 5=133,2=115. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 Ib down and 87 Ib up at 5-0-0 on top chord, and 141 Ib down and 54 lb up at 5.0-0 on bottom chord. The designtselection 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 (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert. 11-3=54,34=54,2-5=20 Concentrated Loads (lb) Ven- 6=141(13) 3=60(8) AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MIENEN REFERENCE PAGE M1s7473 rov. 1010"015 BEFORE USE. Design valid for use only with Mrrek* connectors This design is based only upon parameters shown, and Is for an Individual building component, not a truss "am Before use, the budding designer must verify the applicability of design parameters and property Incorporate this design Imo the overall building design Bractng Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing k' WOWIsalwaysrequtredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems. $ee ANSVTPII Quality Crlterla, DS849 and SCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute. 219 N Lee Street. Suite 312, Mexantlda, VA 22314. Tampa. FL 36610 Job Truss Truss Type Gy loc) Udeft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n1a ly 712963879 WP0023 V4 Valley 1 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Ousllty Criteria, DS049 and SCSI Building Component BCLL 0.0 ' WB 0.00 Horz(CT) 0.00 3 n/a n/a Reference o ' Builders FuSISOUrCe, Tampa, Plant City, Florida 33566 8.130 S Sep 15 ZU17 MiTek Industries, Inc. Mon Jen 15 14:53:54 ZU18 Page 1 ID:N9BeziUtzDb53XpKKwxzFz41Tf-XEq 2bcM2zXaugV1ee36dFDr5kOdDb*bc1Wzv41R 3.6A _ — 3." Scale a 1.10.1 LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in loc) Udeft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n1a Na 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0 13 Vert(CT) n1a n/a 999 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Ousllty Criteria, DS049 and SCSI Building Component BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -P Weight: 11 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6.0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (Ib/sae) 1=9635.6, 3--96/35-6 Max Horz 1=49(LC 11) Max Uplift 1=26(1_C 12), 3=34(LC 12) FORCES. (1b)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES - 1) Wind: ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=106mph; TCDL=4 2psf; BCDL=3 Opsf; h=15ft; Cat II, Exp C; Encl., GCpi=0.18, MWFRS (envelope) and C -C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 1, 3 WARNING • verify design parameters and READ NOTES ON TENS AND INCLUDED WTEK REFERENCE PAGE NII.7473 rev. 1"34015 BEFORE USE. wwww • Design valid for use only with Mn'ekV connectors. This design la based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buclding of Individual truss web andror chord members only. Additional temporary and permanent bracing k' WOWisalwaysrequiredforsteb8sy, and to prevent collapse wkh possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Ousllty Criteria, DS049 and SCSI Building Component 6904 Parke Fast Blvd Safety Information evallable from Truss Plate Institute, 218 N Lee Street, SuRe 312. Alexandria, VA 22314 Tempa. FL 36610 Job Truss Truss Type Ory Ply 3 a truss system Before use, the building designer must verify the appicabllrty of design parameters and property Incorporate this design Into the averse 20 712963680lJobWP0023V6Valley11 Reference (optional) tlullOers I-lrsvSource, 1 ampa, Plant Glry, Florida 33556 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 15 1453:55 2018 Page 1 ID: N9Bezi UtzDb53XpKKwxzFz4Tf-7R OvBOcE7 M5OB2Phl M91fgnGOU7NMg743j W Zyzv410 5--0 SSO 2 Scale = 1:14 3 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No 3 WEBS 2x4 SP No 3 BOT CHORD REACTIONS. (Ib/size) 11=1170/5-5-6,31=1170151-5-6 Max Horz 1=86(LC 11) Max Uplift 1=-47(LC 12), 3=-61 (LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown TOP CHORD 2-3=-132/277 Structural wood sheathing directly applied or 5.60 oc purlins, except end verticals. Rigid ceiling directly applied or 1D-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 1, 3 O WARNING - Verily destgn paramafers and READ NOTES ON TIOS AND INCLUDED IIaTEK REFERENCE PAGE 0141/1-7473 rov. 10193@015 BEFORE USE. Design valid for use only with MITelt® connectors This design Is based only upon parameters drown, and Is for an individual building component, not 3 a truss system Before use, the building designer must verify the appicabllrty of design parameters and property Incorporate this design Into the averse 20 building design Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 2x4 II I LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -P Weight: 18 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No 3 WEBS 2x4 SP No 3 BOT CHORD REACTIONS. (Ib/size) 11=1170/5-5-6,31=1170151-5-6 Max Horz 1=86(LC 11) Max Uplift 1=-47(LC 12), 3=-61 (LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown TOP CHORD 2-3=-132/277 Structural wood sheathing directly applied or 5.60 oc purlins, except end verticals. Rigid ceiling directly applied or 1D-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 1, 3 O WARNING - Verily destgn paramafers and READ NOTES ON TIOS AND INCLUDED IIaTEK REFERENCE PAGE 0141/1-7473 rov. 10193@015 BEFORE USE. Design valid for use only with MITelt® connectors This design Is based only upon parameters drown, and Is for an individual building component, not a truss system Before use, the building designer must verify the appicabllrty of design parameters and property Incorporate this design Into the averse building design Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOWrsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Bind. Safety Information available horn Truss Plate Instkule. 213 N Lee Street, Sude 31Z Alexandria, VA 22314 Tempa, FL 36810 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 314' Center plate on joint unless x, y offsets are indicated. 64-8 dimensions shown in ft -in -sixteenths Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and fully embed teeth. 1 2 3 t. Additional stability bracing for truss system, e.g. TOP CHORDS diagonal or x -bracing, , is alwaysdict99Y required. See BCSI. 0';16 , ci-z cz-a 2. Truss bracing must be designed by an engineer. For 4 p WEBS CrY wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I TI IX T y p Cyt O bracing should be considered. 0. U 3. Never exceed the design loading shown and neverA 5 stack materials on inadequately braced trusses. p4. Provide copies of this truss design to the budding For 4 x 2 orientation, locale plates 0- 'Ad' from outside ra BOTTOM CHORDS designer, erection supervisor, property owner and all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This Symbol indicates the JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC -ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate width measured perpendicular4x4 ESR -1311, ESR -1352, ESR1988 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to to slots. Second dimension is ER -3907, ESR -2362, ESR -1397, ESR -3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rel on lumber valuesgy 14. Bottom chords require lateral at 10 ft. spacing, BEARING established by others. unlessorless, it no ceiling is installed, unless othertvise noted. 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or alter truss member or plate without prior supports) occur. Icons vary but 2012 MiTek® All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing Only. tp 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, M!Tek 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 06- y E 4 r 2100 3.0-0 500 29.0.0 DDD REAM RE16HT DOME Hanger Ust H1 HTU26 NO1E5: L) All IN F! (NOIOK IO(M Y ELVALLEYFY/IT K C0I/LETLLY oELEE00t TUE! fO KtAL VO ME ALTEMATE OUDR UMMADO ALL VALLEY! ARE 10 K CWVERMOA LY RAW OT NADEC 4)ALL t WI, AQ MOO EQ Z11. WAnW SFA M tKf" OTKnM "m f) ALL WALL! *M ON h.ACETOr1t MN AIX CONWtMP TO KWAD KAM LKE" MKCM WTED SY41 MWA5 Wit K MfALLED WNN ME form" V. 1) ALL EWF MM KAMEE! TO K SWSW NMi1KE!l OIKOMEMIED ALL FLOC TIM KA149" TO K SWAN ntA4tL TKES! OMMSE WTW J KAIWKAKf 0AW1fpAJIffL ( IOE) TO OE 5HOP DRAWW6 APPROVAL 011 TATM 6 m mu SM EOt rAOQArwOf mWi m D TORI NL mvm ANlnnitrl drew MM AY011! nVO WARWALaMUTUMT etuUMO MANYTLRSESTELKLLT mn u WM MTI I" AWRY OPOW mAT ELL wat Now opm t0 TOL 0Builders FirstSource Orlando F14" 40/-S-)UZM FAX 401.054nN Plant Gty Starlight Homes E: 1412 Odyssey aA % — WPOO23 t 1 9!26/17 Josh DIMENSION NOTE: WYNDHAM PRESERVE - LOT 23 Proposed building dimensions PLOT PLANshownhereonareoftheexterior. WYNDHAM PRESERVE LOT 23 Building Setbacks (PB 81, PG 93) Setbacks: Per construction plans for WYNDHAM PRESERVE City of Sanford, P ( - 12 ( 5SeminoleCounty, Florida. Front = 25' Rear = 20' ZONIN sA-goDATEIla Side = 5' Ok to construct single family home with setbacks and impervious area shown on plan. 1u112 OC4 4ss" _ v , CT4L w w I II x I <a -az FaAww iia.Jcaw I pa LOT 22 f'" 40'51 "E 120.00' i s) 1.0 25.0 L ., ------------ 40.5- 45.3 ro PROPOSED 0 I 1 STORY RESIDENCE _ 3842 SALTMARSH LOOP 15.3 PROPOSED 1412 ODYSSEY CONC WALK o a, PROPbSED W041rn ELEVATION - U N o DRIVFVAY 0 air GARAGE - LEFT q 1 V• p 1 0 a FFE= 30.7 70.0 y 36.2' 1.0 120.00' 589'40'51 LOT 24 Me LB - roof ed mens LEGEND-ADUSSD-Access/Drainage/Utilities/SidewalkLB -Licensed usines ProvenBFP -Backflow Preventer Si ht Distance Easement9 S -Survey PRM -Permanent Ref. Monument R -Reported I in 9.3 r"th FP&L -Florida Power & Light t24.8' cd PATIO o; D. . -Deed Book 10 -Water Meter O.R.-Official Records Book 9.3 P.B.-Plot Book 17' -Fire Hydrant Pg. -Page RCM -Reclaimed Water Meter Eiev.-Elevation Ir Conc.-Concrete o LOT 23 BP -Brick Paver III -Telephone Box C AREA 4,800 S.F. t FFE -Finished Floor Elevation O—Utility Pole PAD Guy Pole GTI -Grate Top Inlet Light Pole P.U.E.-Public Utility Easement E --Guy Anchor 9 j OU --Overhead Utilities I Y` cn Storm Sewer Manhole I II x I <a -az FaAww iia.Jcaw I pa LOT 22 f'" 40'51 "E 120.00' i s) 1.0 25.0 L ., ------------ 40.5- 45.3 ro PROPOSED 0 I 1 STORY RESIDENCE _ 3842 SALTMARSH LOOP 15.3 PROPOSED 1412 ODYSSEY CONC WALK o a, PROPbSED W041rn ELEVATION - U N o DRIVFVAY 0 air GARAGE - LEFT q 1 V• p 1 0 a FFE= 30.7 70.0 y 36.2' 1.0 120.00' 589'40'51 LOT 24 Me LB - roof ed mens LEGEND-ADUSSD-Access/Drainage/Utilities/SidewalkLB -Licensed usines ProvenBFP -Backflow Preventer Si ht Distance Easement9 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 10 -Water Meter O.R.-Official Records Book D4 -Water Valve P.B.-Plot Book 17' -Fire Hydrant Pg. -Page RCM -Reclaimed Water Meter Eiev.-Elevation RCD4-Reclaimed Water Valve Conc.-Concrete Cable Box BP -Brick Paver III -Telephone Box SW -Sidewalk m -Electric Box FFE -Finished Floor Elevation O—Utility Pole Cl -Curb Inlet Guy Pole GTI -Grate Top Inlet Light Pole P.U.E.-Public Utility Easement E --Guy Anchor RCP -Reinforced Cone. Pipe OU --Overhead Utilities PVC -Polyvinyl Chloride Storm Sewer Manhole NCS -No Comer Set (Falls in Water) m -Sanitary Sewer Manhole SF -Square Feet ENHo -Electric Handhole D.U.E.-Drainage/Utility Easement DISK Coo -Clean Out Control ValveFMGD -MAG NAIL & P.K. -Parker Kolon Nail XVD4-Irrigation I' -Sign SIR -Set 1/2" Iron Rod L87768 wt 4 -Gate Water Valve SPKO -Set P.K. & Disk L87768Gas Meter ExistingFIR -Found 1/2" Iron Rod LB7768 9 Grade F1P -Found 1/2' Iron Pipe L87768 a -Blow-off Valve FPKO-Found PIX Nail & Disk LB7768 -ft-- -Drainage Flow Direction FCM-Found 4'x4' Concrete 10.0-Proposed Design Grade Date SURVEYOR'S NOTES: 1. Current title information an the subject property had not been furnished to GeoPoint Surveying. Inc- at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades dr finished floor elevations shown hereon are from the construction plan for 'WYNDHAM PRESERVE". City of Sanford Seminole County. Florida. 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) Num) NOT A i(For An* Wrtes D. Leviner LS6915ORIDAPROFESSIONALSURVEYOR & MAPPER NO . .................. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL t0 Ni` 4.800 SQ.FT. m 1.412 SQ.FT. GARAGE = z0. 0II ENTRY = 48 SQ.FT. m 0 C 403 SQ.FT. PATIO = W e. WALKWAY = H A/C PAD = oo0 a IMPERVIOUS= w SOD 2.344 SQ.FT. OFF LOT AREA CALCULATIONS R/W win U3o APRON - 113 SQ.FT. SIDEWALK = 200 SQ.FT. SOD = 4)JG TOTAL AREA oab) 5.800 SQ.FT. DRIVEWAY = z SIDEWALK = 288 SQ.FT. C ;,-, 2.470 SQ.FT. r.0oC 0 C 0] c C) K a_ a 00 41 Cj 0 04 zM N Q Uj C } N V lal ^ z =3p w W oy/ o W Q LL, i tjH a I.- 0:3 G C9 j U Q' Q o a W H a I a BUU.DING LAYOUT NOTE: Contractor and owner *are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction. and immediately advise GeoPoint Surveying. Inc. of any deviation from information shown hereon. Failure to do so will be at users sole risk. LOT AREA CALCULATIONS LOT 4.800 SQ.FT. LANG AREA= 1.412 SQ.FT. GARAGE = 421 SQ.FT. ENTRY = 48 SQ.FT. DRIVEWAY 403 SQ.FT. PATIO = 75 SQ.FT. WALKWAY = 88 SQ.FT. A/C PAD = 9 SQ.FT. IMPERVIOUS= 48.8 % SOD 2.344 SQ.FT. OFF LOT AREA CALCULATIONS R/W 1.000 SQ.FT. APRON - 113 SQ.FT. SIDEWALK = 200 SQ.FT. SOD = 126 SQ.FT. TOTAL AREA AREA 5.800 SQ.FT. DRIVEWAY = 516 SQ.FT. SIDEWALK = 288 SQ.FT. SOD = 2.470 SQ.FT. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C -0765H. in Flood Zone "Z(" DESCRIPTION: LOT 23 according to the plat of "WYNDHAM PRESERVE" as recorded in Plat Book 81, page 93 of the Public Records, City of Sanford, Seminole County, Florida 555 Winderiey Place, Suite 109 Maitland, FL 32751 Phone: (321) 270-0440 Fax: (813) 248-2266 Licensed Business No. LB 7768 GeoPoint Surveying, Inc. Drawn: MTP I Checked:JDL I P.C.: Data File:ertmnEast-Plat Date:1/23/18 Dwg:6rbsonEaA-LoW Order No.: SEC. 17 - TWN. 20 S. - RNG. 31 E. I Feld Bk: RECORD COPY RECOMMENDED SERVICE SIZE 150 AMPS PAL.MER ELECTRIC Starlight Homes 1412 LOAD CALCULATION December 12, 2017 1. HVAC LOADS INEC 2014 - 220.82(C)(31- (4)) ZONE COMPRESSOR SIZE CONNECTED LOAD 1 2.50 TON 4.50 KVA 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 5.00 KVA 0.67 5.67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 10.17 KVA TOTAL LOAD FOR COMPRESOR @ 100% 450 KVA TOTAL LOAD FOR AIR HANDLER @ 65% 3.69 KVA TOTAL HVAC DEMAND LOAD 8.19 KVA 11. GENERAL LOADS (NEC 2014 - 220.82(B)(1) - (4)) LIGHTING 1412 Sq Ft @ 3VA/Sq Ft 4.24 KVA Qty KVA Rating Total KVA 2 1.5 SMALL APPLIANCE CIRCUITS 3.00 KVA 1 1.5 LAUNDRY CIRCUIT 1.50 KVA 1 5 DRYER CIRCUIT 5.00 KVA 5 STACK WASHER/DRYER 1 4.5 WATER HEATER (1) 4.50 KVA 4.5 WATER HEATER (2) 1 1.2 DISHWASHER KVA 1 0.8 DISPOSAL(l) 151.20 0.80 KVA 0.8 DISPOSAL(2) 1 7.2 RANGE/OVEN (1) 1 12 RANGE/OVEN (2) 12.00 KVA 7.2 COOKTOP CIRCUIT 0J1lDING 7.2 SUMMER KITCHEN/JENAIR NFORD 1 2.5 MICROWAVE CIRCUIT SA 2.50 KVA 4.8 JACUZZI TUB CIRCUIT D 12 50AMP SAUNA/WHIRLPOOL FpAR' 7.2 30AMP POOL CIRCUIT 14.4 60AMP POOL CIRCUIT 19.2 80AMP POOL CIRCUIT CONNECTED LOAD (GENERAL LOADS) 34.74 KVA IST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER (GENERAL LOADS) @ 40% 9.89 KVA SUB -TOTAL (GENERAL LOADS) INEC 2014 - 220.82(61) 19.89 o KVA HVAC LOADS 8.19 KVA GENERAL LOADS 19.89 KVA TOTAL DEMAND LOAD (NEC 2014 - 220.82(A)) 28.08 KVA MINIMUM SERVICE SIZE 117.00 AMPS RECOMMENDED SERVICE SIZE 150 AMPS If, RECORD COPY City of Sanford w1 S Buiiding and Fire Prevention Product Approval Specification Form O DNc Permit #, c_ 1 2 15 SANFORD 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 Sliding I WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNE DALTON 5120/6100/9100#0230 FL9174-R12 Roll U Automatic Other 2. Windows Single Hung Silvedine BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 N Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding JAMES HARDI BLDG PROD INC HARDIPLANK LAP FL13192-R5 Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12 Underla ments TAMKO BUILDING PRODUCTS INC UNDERLAYMENTS FL12328-R8 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents LOMANCO, INC ALUMINUM ROOF LOUVER FL3792-RlO Other June 2014 4V 10 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST -CRETE USA, INC HIGH STRENGTH CONCRETE LINTELSFLI58-RIO Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 1/2/2018 Florida Building Code Online BCIS Home I Login ' User Registration I Hot Topics J Submit Surcharge • Stats & Facts Publications FOC Staff BCIS Site Map Links Sear Fbrida Product Approval0- USER: Public User S'i' dbpr Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15036-112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report 1996 Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. ASTM G26 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.orgfpr/pr_appjtl.aspx Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect FL15036 R2 Eouiv (b) Eauivalencv of Standards.odf 1/3 1/2/2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products Florida Building Code Online Method 1 Option D 10/16/2017 10/16/2017 10/19/2017 12/12/2017 FL # I Model, Number or Name 15036.1 1 a. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.2 1 b. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.3 1 c. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.4 1 d. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.5 1 e. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.5 for Design Pressure Ratings, any 15036.6 1 f. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. _ _ _ _ _ _ _ _ _ _ _ https://www.fli 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 II (a) Inst 15036.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.2.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXO) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports 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) Eval 15036.4.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Installation Instructions FLIS036 R2 II (a) Inst 15036.5.gdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.5.odf 8'0 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions Ll 0 6 7 aLlgst 1 036_6.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15_2A(alEYdL1.nlii Created by Independent Third Party: Yes 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.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.7 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.8 h. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS036 R2 II (a) Inst 15036.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant. No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.8 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.8.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.9 1. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.9.Rdf 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.odf 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 15036.10.12df additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. The State of Florida Is an AA/EEO employer. Coovnoht 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: Credit Card Safe hftps:/Avww.floridabuilding.org/pr/pr app_dtl.aspx 3/3 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 913.659.9197 Florida Board or Professional Engineers Ccnirecate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -15036.6 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -15036.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTSO0001 15427-107362 ATI 67508.01-106-18 ETC -01-741-10705.0 ETC -01-741-10593.0 TEL -06-1031-3 2. Drawing No. No. FL 15036.6 3. Calculations Anchoring Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-0Oa ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory 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 0000 F, SCHi14/ .*, Lyndon F. Schmidt, P.E. v •'GENS'••T No 43409 9 STATE OF i F • • L O R 1 J • C5 iS , O N P 0000 Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 OIW%JKJ sic -Craft: FIBERGLASS DOOR INSWING / OUTSWING NON -IMPACT" nd is in compliance with the 6th Edition (2017) Florida Building Code ing the "High Velocity Hurricane Zone" (HVHZ). nd spaced as shown on details. Anchor embedment to base material cco. t is required to be protected with an impact resistant covering that ac. HVHT' requiring wind bome debris protection this product is required to int covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the some as that shown for 2x buck e details of this drawing require further engineering analysis by a hitect. Jal sill item #39 under active doors meet water infiltration requirements g configurations using sill items #31 & #33 under the active door do not lents for the "HVHZ". Inswing units shall be installed (in the "HVHT') only in e locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS an pressures & general notes 47 S" MAX OVERALL WIDTH DESION:.WSSURE_(P,..SF): H/1'P 871% /E .:' `'AIGI•"A TII /G'.. 0zZ N Z 7 O iC70W UjZ = W U.1 LCLa J IL J J Wr-61> > 0 to o A OVERALL;'::::: FRAME. DESION:.WSSURE_(P,..SF): H/1'P 871% /E .:' `'AIGI•"A TII /G'.. EXTERIOR 17 4.11 4 [--.3(Y' T- 7: bo TLL T 29 42 TOP RAIL LATCH STILE 1.49" fF— T1 1.48 Clt SG >= 0.67) T 44 EXTERIOR INTI 0"s' C'SINK 51 r (TYP.) INTERIOR EXTERIOR 4 A 4 A 4 3 3 3 INTERIOR EXTERIOR sub -buck INTERIOR EXTERIOF a o v C d V G o o W A i EXTERIOR INTERIOR Cq C) 0 L E4 T STRIKE JAMB 41' 71 r1 1,- 111 _ '-IIS 1 ? 1N`.. MASONRY OPENING FRAME 2X BUCK 0 d FRAME ANCHORING HINGE JAMB Mason 2X buck constructionMasonry DP <= 48 PSF comers may be adjusted to maintain the min. os "MAX. ON CENTER" must be adjusted to o mortar joints, additional concrete anchors X. ON CENTER" dimension are not exceeded. MIN `C LEARANCE. LEARANCE.-I :MIN.. TO:MAS0NRY:'TO:ADJACEN MENT.-:: TYP. HEAD JAMBS BUCK ANCHORING For DP > 48 PSF and DP <= 75 PSF L 04 TYP. HEAD OPENING JAMBSMASONRY x OPENING 0 2X BUCK 2X BUCK - Ui04 FRAME ANCHORING HINGE JAMB Mason 2X buck constructionMasonry DP <= 48 PSF comers may be adjusted to maintain the min. os "MAX. ON CENTER" must be adjusted to o mortar joints, additional concrete anchors X. ON CENTER" dimension are not exceeded. MIN `C LEARANCE. LEARANCE.-I :MIN.. TO:MAS0NRY:'TO:ADJACEN MENT.-:: TYP. HEAD JAMBS BUCK ANCHORING For DP > 48 PSF and DP <= 75 PSF FRAME ANCHORING Masonry 2X buck constrL for DP > 48 PSF and DP <= 75PSF L MASONRY f TYP. HEAD OPENING JAMBS FRAME x 0 2X BUCK FRAME ANCHORING Masonry 2X buck constrL for DP > 48 PSF and DP <= 75PSF K FRAME ANCHORING Masonry I X buck construction For DP <= 48 PSF rs may be adjusted to maintain the min. V. ON CENTER" must be adjusted to far joints, additional concrete anchors J CENTER" dimension are not exceeded. H-1 HINGE JAMS MASONRY OPENING FRAME I X BUCK FRAME ANCHORING Masonry I X buck construction For DP > 48 PSF and DP <= 75 DCC 4.56" to N rn I o F-- 2.36" --i 8819 yp HEAD d SIDE Jamb I 4.63' _ M O 31 BUMP FACE THRESHOLD LOW PROFILE 5.75' 1Eo in 33 SELF ADJUSTING SADDLE THREHOLD r L to N O WOOD WOOD WOOD CRETE SCREW STEEL ONCRETE CONFORMING TO ACI WORMING TO ASTM C90 CONCRETE SCREW STEEL RETE SCREW STEEL ETE SCREW STEEL ZETE SCREW STEEL ZETE SCREW STEEL STEEL W 1.15' MIN. EMBEDMENT STEEL N WEATHER-STRIP FOAM N WEATHER-STRIP FOAM STEEL W (HINGE TO FRAME) STEEL 3NATURE SERIES STEEL 0.42 WOOD WOOD PURE SERIES 780 STEEL STEEL STEEL N PROFILE ALUM. / WOOD PVC kDDLE THRESHOLD ALUM.COMP. LD ALUM. DOOR PANEL DETAIL SHEET FOR DETAILS FIBERGLASS BY THERMA-TRU N.) = 6,000 PSI FIBERGLASS COMP. WOOD WOOD COMP. lbs. DENSITY) POLYURETHANE 4.56" to N rn I o F-- 2.36" --i 8819yp HEAD d SIDE Jamb I 4.63' _ M O 31 BUMP FACE THRESHOLD LOW PROFILE 5.75' 1Eo in 33 SELF ADJUSTING SADDLE THREHOLD r L to N O R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Phone 813.659.9197 Florida Board of Profcssional Enginecrs Certificate of Authorization No. 9813 Product Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 Category Sub Category Manufacturer Product Name ASTM D2843-99 Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w! Sidetite Doors Assemblies Edgerton, OH 43517 Inswing / Outswing TEL -06-1031-3 TAS 202-94 Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ".this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -15036.7 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -15036.7 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84 -00a ATI 67508.01-106-18 ASTM D1929-96 ETC -01-741-10705.0 TAS 202-94 ETC -01-741-10593.0 TAS 202-94 TEL -06-1031-3 TAS 202-94 TEL 06-10314 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 Sinned 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. Ep9iatcatlOr9' Signed & Sealed by Lyndon F. Schmidt, E l • T e° Signed & Sealed by e tee l F p Lyndon F. Schmidt, P.E. No 43409 Os Lyndon F. Schmidt, P.E. 9 STATE OF ' ,i FL PE No. 43409 Al 10/16/201740R19.--* F ee` Ssic-Craft. RGLASS DOOR W/ SIDELITE INSWING / OUTS WING NON -IMPACT" and is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone" (HVHZ). ind spaced as shown on details. Anchor embedment to base material Icco. ct is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the some as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. tal sill item #39 under active doors and all sills used under sidelites meet iVHT'. g configurations using sill items #31 & #33 under the active door do not lents for the "HVHZ". Inswing units shall be installed (in the "HVHT') only in e locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. 53.13" MAX. OVERALL WIDTH 0z 3 H Z O x = 0 (7W wx xW W od J U- JQJ W LUO i b o°O. a Li SG >= 0.67) r-AILRIVR 44 EXTERIOR II 4.11" 1.48" INI 42 TOP RAIL 43 LATCH STILE . . 1. 449"" I I . 30" Ir a - fuui p rNt r /,—\ ei r o%u n & of — INTERIOR 5" GLASS BITE 23 25 EXTERIOR /-/">, INTERIOR 25 G >= 0.42) e frame screws) is U4 29 1 GLAZING DETAIL 5 insulated glass w/ smc lite frame S' GLASS BITE 1/2" MIN. 26 GLASS THK. 25 EXTERIOR TEMPERED GLASS AIR SPACE 1/8" TEMPERED INTERIORGLASS 25 22 25 24 18 G 1GLAZING DETAIL5insulatedglassw/ pvc lite frame 1/2" MIN. GLASS THK. i--- 1/8" TEMPERED GLASS AIR SPACE 1/9, TEMPERED GLASS EXTERIOR W Ills N liGia 1= I MIYAWO Nil I 6 A 6 A 6 NOTE: 113' 1. The sidelite is direct set into the SINK jamb with (12) item #M (#8 X 2 TYP.) PFH wood screw). There are (4 at each vertical jamb from the top down at 13.5", 31", 48.5" & 66". 8 7 40 SEE NO' V\A-5 EXTERIOR EXTERIOR 7pi INTERIOR Co U — 60 61 SS SECTION nswing INTERIOR z L EXTERIOR 4-"\ VERTICAL CROSS SECTION INTERIOR JInswing configuration see general notes, sheet 1 z a for "HVHT' Water infiltration i requirements CO W INTERIOR a 4'0 •a e EXTERIOR 2 VERTICAL CROSS SECTION Shown w/1X sub -buck Q INTERIOR 8 p O A G a . o o. 7pi INTERIOR Co U — 60 61 SS SECTION nswing INTERIOR z L EXTERIOR 4-"\ VERTICAL CROSS SECTION INTERIOR JInswing configuration see general notes, sheet 1 z a for "HVHT' Water infiltration i requirements CO W INTERIOR a 4'0 •a e EXTERIOR 2 VERTICAL CROSS SECTION Shown w/1X sub -buck Q INTERIOR 8 p A M E0 0- H SEE NOTE 1 U _ EXTERIOR CAL CROSS SECTION ring shown - inswing pproved EXTERIOR z a W EXTERIOR SEE NOTE 1 l M J INTERIOR A Shown w/1 X sub -buck 0 19 NOTE: 1. Anchors ass'y thn sill at 4" in from et INTERIOR EXTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration p o A Shown w/1 X sub -buck 0 19 NOTE: 1. Anchors ass'y thn sill at 4" in from et INTERIOR EXTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration AULLION OWN FOR FERENCE ONLY IORING riers may be adjusted to maintain the min. MAX. ON CENTER" must be adjusted to ortor joints, additional concrete anchors ON CENTER" dimension are not exceeded. MIN. -.CLEARANCE'-' :MIN:.CLEARANCE TO MASONRY..... ` . `TO.ADJACENT... EDGE--.--.-`.'-'..-- :`ANCHOR.:.::::::: 411 n 4n Mn o n o STRIKE JAMB 28 27 II MASONRY OPENING FRAME -/ KUIXA M OUTSWINi L INSWING M OUTSWING L INSWING LATCH & DEADBOLT DETAIL I I I I I SEE DETAIL 1 K 10 to TYP. HEAD — JAMBS M TYP. 01 4 G F CTYP. — N SILL SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck construction DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) I Iq LnN 01 EO N J HINGE JAMB DETAIL I Attach surface bolt strike plate to frame as shown (Inswing) K 10 a SEE DETAIL 1 J TYP. HEAD & MASONRY JAMBS OPENING III UjjW FRAME 1 X BUCK XF N a . SEE DETAIL 2 FRAME ANCHORING maybe adjusted to maintain the min. Masonry 1 X buck construction ON CENTER" must be adjusted to it joints, additional concrete anchors CENTER" dimension are not exceeded. MIN::CLEARANCE.:': -MAIN: ;LEA RANCE: TO. MASONRY:.--. ::':T.O:ADJA'CENT `. i N rn C4 Ui HINGE JAMB INSWING M OUTSWING D D INSWING LATCH & DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) HINGE DETAIL Atta( strike as sh 2.59" — 1.68" --j Iq 2.17' c" 16 OUTSWING SIDELITE Spacer 2.14" 1.69" Ci v 0 I-- 2. I 4.63' 31 BUMP FACE THRESHOLD I 5.75' WUUU 24 1/4!' IN I tKC:tF' I SPAUR S I ELL WOOD 25 SILICONE CAULK SILICONE ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC CRETE CONFORMING TO ACI ARMING TO ASTM C90 CONCRETE 27 28 LATCH STRIKE PLATE DEADBOLT PLATE STEEL STEEL REW STEEL 29 8-10 X 1-1 /7' PLASCREW STEEL SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD SCREW STEEL 32 DOOR BOTTOM SWEEP PVC SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. STEEL 39 HIGH WATER DAM THRESHOLD ALUM. 1.15" MIN. EMBEDMENT STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS E SCREW STEEL STEEL 41 DOOR SKIN; .125" MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS VEATHER-STRIP FOAM 42 TOP RAIL COMP. EATHER-STRIP FOAM 43 LATCH STILE WOOD STEEL 44 HINGE STILE WOOD HINGE TO FRAME) STEEL 45 BOTTOM RAIL COMP. GER JOINTED PINE WOOD 46 POLYURETHANE FOAM (1.9 lbs. DENSITY) POLYURETHANE L STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS PVC 51 SIDELITE TOP & BOTTOM RAIL COMP. PVC 52 SIDELITE STILE WOOD ATURE SERIES STEEL 60 1 /2" SURFACE BOLT SPACER STEEL STEEL 61 IVES SURFACE BOLT #454 8.0" L. X.25" THK. STEEL STEEL 2 WOOD 62 1/4-20 SEX BOLT W/ 1/4-20 FEMALE END X 1-3/4" L. STEEL WOOD 63 SURFACE BOLT STRIKE PLATE STEEL E SERIES 780 STEEL 64 10 X 2-1/7' PFH SCREW STEEL PE 65 3116'X 2-1 /4" PFH ITW CONCRETE SCREW STEEL i 66 67 3116'X 2-3/4"PFH ITW CONCRETE SCREW 13116'X 3-3/4' PFH ITW CONCRETE SCREW STEEL STEEL 2.59" — 1.68" --j Iq 2.17' c" 16 OUTSWING SIDELITE Spacer 2.14" 1.69" Ci v 0 I-- 2. I 4.63' 31 BUMP FACE THRESHOLD I 5.75' R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engincers Certificate or 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/ Sidelttes 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 sideliles meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -15036.8 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC -01-741-10705.0 ETC -01-741-10593.0 TEL -06-1031-3 TEL 06-10314 2. Drawing No. Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84 -00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. 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. Signed & Seated by No. FL 15036.8 RW Building Consultants, Inc. (CA #9813), 4 d, jam? r Jro Lyndon F. Schmidt, P.E. Calculations Prepared by f•. r o Si Anchoring RW Building Consultants, Inc. (CA #9813) 0000 '.•' G S j:• 'kynt ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. : ' i Iva 4 vC9 n Quality Assurance Certificate of Participation issued by National Accreditation and Management t. r Institute, certifying that Therma Tru Corporation is manufacturing products -0 : ' D - within a quality assurance program that complies with ISO/IEC 17020 and -P '. ST:'. T ` F U o Guide 53. %'`` 1. Sheet 1 of 1 E. Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 ofvv1%v 3sic-Craft GLASS DOOR W/ SIDELITES NSWING / OUTSWING NON -IMPACT" nd is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone" (HVHZ). nd spaced as shown on details. Anchor embedment to base material Ecco. ct is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the some as that shown for 2x buck e details of this drawing require further engineering analysis by a hitect. tol sill item #39 under active doors and all sills used under sidelites meet iVHZ". g configurations using sill items #31 & #33 under the active door do not lents for the "HVHZ'. Inswing units shall be installed (in the "HVHZ") only in e locations protected by an overhang or canopy such that the angle erhang to sill is less than 45 degrees. TABLE Of CONTENTS I aeneral notes 68.5' MAX. OVERALL WIDTH DESIGN'P...RESSUREYPSF:•.:>::::,' SWING:':;;.,.;::;:.:::;: fRAME•::;.':::: WITHOUT:SURFACE = WITH.:SURt= 0z ZZ N z O LU 0 x W DIMENSION.'..;<:.:.::::;:::: BO1TS:..::: • •::..:... BOLTS •: rd I.V.F ........D 1 IV .. ......Alia .......... .:: W W U. WJLL J J WWUj 0 O En a oP DESIGN'P...RESSUREYPSF:•.:>::::,' SWING:':;;.,.;::;:.:::;: fRAME•::;.':::: WITHOUT:SURFACE = WITH.:SURt= i.... DIMENSION.'..;<:.:.::::;:::: BO1TS:..::: • •::..:... BOLTS •: rd I.V.F ........D 1 IV .. ......Alia .......... .:: VwEXIERIOR 4.11 ai —Ilc T -- - P T i n 2 42 TOP RAIL 43 LATCH STILE 1.49" 30r' G>=0.67) Clt T- HINGE STILE BOTTOM RAIL 44 I INTS SEE NOTE 1 5" GLASS BITE 23 25 EXTERIOR /7", INTERIOR 25 SG >= 0.42) e frame screws) is 22 25 24 29 GI GLAZING DETAIL 5 insulated glass w/ smc lite frame S' GLASS BITE 1/2" MIN. 26 GLASS THK. 25 EXTERIOR TEMPERED GLASS AIR SPACE 1/8" TEMPERED INTERIORGLASS 25 22 25 v 18 GI GLAZING DETAIL5insulatedglassw/ pvc rite frame 1/2" MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACF 1/8" TEMPERED GLASS EXTERIOR INTI INTERIOR EXTERIOR 0.15, C'SINK TYP.) UONTAL CROSS SECTION Mng shown - inswing pproved vvr rr NSA, INTERIOR S EXTERIOR 6 HORIZONTAL CROSS SECTION 4 Shown w/1 X sub -buck NOTE: 1. The sidelite is direct set into the jamb with (12) item #M (#8 X 2" PFH wood screw). There are (4) at each vertical jamb from the top down at 13.5", 31", 48.5" & 66". XTERIOI JTERIOF H INTERIOR u Wfi 60 61 SS SECTION inswing INTERIOR EXTERIOR VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements PSI*: 601 INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION Shown w/1 X sub -buck EXTERIOR M4*L67:a p z 0- i W 19 M za SEE NOTE 1 U EXTERIOR ICAL CROSS SECTION ring shown - inswing pproved EXTERIOR EXTERIOR SEE NOTE 1 (M J INTERIOR A 6 Shown w/1 X sub -buck 0 19 NOTE: 1. Anchors ass'y thn Sill at 4" in from e. INTERIOR EXTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration p p e A 6 Shown w/1 X sub -buck 0 19 NOTE: 1. Anchors ass'y thn Sill at 4" in from e. INTERIOR EXTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration MASONRY ' 1 to OPENING FRAME o 2X BUCK DETAIL 1 J TYP. HEAD & JAMBS M ) TYP. F TYP. SILL I Y -SEE DETAIL 2 ANCHORING STRIKE JAMB FRAME ANCHORING Masonry 2X buck construction ers may be adjusted to maintain the min. 4AX. ON CENTER" must be adjusted to rtor joints, additional concrete anchors N CENTER" dimension are not exceeded. MIN:':CLEARANCE.::MIN, CLEARANCE- M A§6)4kY`,- LEARANCE;- MASONRY.::.::.TO.:ADJACENT:::: ANCHOR::`"-:' 2" 4" in 4" 28 27 M OUTSWING L INSWING M OUTSWIN, L INSWING o In, DETAIL 1 Attach surface bolt strike plate to frame as shown (Outswing) 0 N h 3T En WiN I HINGE JAMB I U DETAIL I Attach surface bolt 12 strike plate to frame as shown (Inswing) 10 64 n Mmrc n kSONF ENINi FRAM IX SEE DETAIL 2 FRAME ANCHORING Masonry I X buck construction rs may be adjusted to maintain the min. 4X. ON CENTER" must be adjusted to tar joints, additional concrete anchors J CENTER" dimension are not exceeded. MIN :CLEARANCE'::.. -:MIN:.`CLEARANCE: TO MASONRY:::.:: '• •--TO`ADJA'CENT;. `; EDGE':::::::::•:. ::::;•: ANCHOR':':::':' IIS HINGE JAMB 27 D LATCH & DEADBOLT DETAIL INSWING DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) T] ccla U .7fTII Attac strike ; as sh. to SEE DETAIL 1 J TYP. HEAD & JAMBS Y M TYP. C E to U O SUCK F TYP. SILL N 1 1 I l la•, SEE DETAIL 2 FRAME ANCHORING Masonry I X buck construction rs may be adjusted to maintain the min. 4X. ON CENTER" must be adjusted to tar joints, additional concrete anchors J CENTER" dimension are not exceeded. MIN :CLEARANCE'::.. -:MIN:.`CLEARANCE: TO MASONRY:::.:: '• •--TO`ADJA'CENT;. `; EDGE':::::::::•:. ::::;•: ANCHOR':':::':' IIS HINGE JAMB 27 D LATCH & DEADBOLT DETAIL INSWING DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) T] ccla U .7fTII Attac strike ; as sh. 2.17' SIAOUTSWING SIDELITE 6" 2.59" Spacer 2.14" 1.69" --j I MrMl 5.75' nvvv cY I I/- 31 CCL WOOD 25 SILICONE CAULK SILICONE ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC 1CRETE CONFORMING TO ACI ORMING TO ASTM C90 CONCRETE 27 28 LATCH STRIKE PLATE DEADBOLT PLATE STEEL STEEL REW STEEL 29 8-10 X 1-1/7' PLASCREW STEEL E SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD E SCREW STEEL 32 DOOR BOTTOM SWEEP PVC STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 1.15' MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS E SCREW HEATHER -STRIP STEEL FOAM 41 DOOR SKIN; .125" MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS VEATHER-STRIP FOAM 42 TOP RAIL COMP. STEEL 43 LATCH STILE WOOD STEEL 44 HINGE STILE WOOD IGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP. 4 STEEL 46 POLYURETHANE FOAM (1.9 lbs. DENSITY) POLYURETHANE IL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS PVC 51 SIDELITE TOP & BOTTOW RAIL COMP. PVC 52 SIDELITE STILE WOOD ATURE SERIES STEEL 60 1 /2" SURFACE BOLT SPACER STEEL STEEL 61 IVES SURFACE BOLT #454 8.9'L. X .25" THK. STEEL STEEL 2 WOOD 62 1/4-20 SEX BOLT W/ 1/4-20 FEMALE END X 1-3/4" L. STEEL WOOD 63 SURFACE BOLT STRIKE PLATE STEEL E SERIES (780) STEEL 64 10 X 2-1/7' PFH SCREW STEEL PE 65 3/16" X 2-1/4" PFH ITW CONCRETE SCREW STEEL i 66 67 3116'X 2-3/4" PFH ITW CONCRETE SCREW 3116'X 3-3/4" PFH ITW CONCRETE SCREW STEEL STEEL 2.17' SIAOUTSWING SIDELITE 6" 2.59" Spacer 2.14" 1.69" --j I MrMl 5.75' R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Cenificate orAuthorization 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. 61G20-3, Method 1D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 1 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 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84 -00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Sianed & Sealed by Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 4. Quality Assurance ° F' ••••- fir•.•''• c i•: ,;• Certificate of Participation issued by National Accreditation and v ; •C ` • • Management Institute, certifying that Therma Tru Corporation is ,; ;, cv manufacturing products within a quality assurance program that complies , x with ISO/IEC 17020 and Guide 53. Z c••• OF %1 Lyndon F. Schmidt, P.E. jJL' FL PE No. 43409 c(O \1'0 10/16/2017 Sheet 1 of 1 i J` 1 • '".- 1:,. y v 063 1ePUGa flOi` 0 VVVKJ ssic-Craft ERGLASS DOUBLE DOOR INSWING / OUTS WING NON -IMPACT" and is in compliance with the 6th Edition (2017) Florida Building Code Jing the "High Velocity Hurricane Zone" (HVHZ). ind spaced as shown on details. Anchor embedment to base material Ecco. pct is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. nchoring of these units shall be the some as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. istal sill item #39 under active doors meet water infiltration requirements ig configurations using sill items #31 & #33 under the active door do not nents for the "HVHT'. Inswing units shall be installed (in the "HVHT') only in le locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS 9 n pressures & general notes is 74.S' MAX. OVERALL FRAME WIDTH ZZ 3 3 z 0 tU WWx = W W E ceU_ ix 9 JU- J JJ 0 chcW O — 1 1 1— X O a b a a 11 ff DESIGN.: P R1W1jkE.-.PS FRAME:: ;::;::::; WITHOVT.SU0AC .-" ...:::;;.;:: ITHSWING...;.:.;...• DIMENSION*:>::...::::;;.::.;>::;::::::BOLTS::. n %\%`iT1\'./%` •:: •::"'IrI'A TI\/C.: '• O/1l`ITI\/G.:'::'::'G'1 1 2 LAK (SG >= 0.67) 40 44 EXTERIOR 4.11" as roP aau as arcH rn .. : . 1.49" : NT A 3 0.15, I!I I!I V-1 I!I 0 I D INTERIOR EXTERIOR 4 A 4 A 4 INTERIOR EXTERIOR EXTERIOR 4 VERTICAL CROSS SECTION 4Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltrotion requirements rx e D e e n MASONRY OPENING 2X BU( I v comers may be adjusted to maintain the min. BUCK ANCHORING I as 'MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors IAX. ON CENTER" dimension are not exceeded. MIN: CLEARANCE::: MlN...'CL;EARANCE; IIN ::::; .......... . TO'MASONRY::;"::`: ':::TO -ADJACENT.:.` DMENT: :.:...:.:.:..::.... :..:.:.:...:.:.... ... iia" 2" 4" iEAD MBS I I 1 SEE DETAIL fid ASTRAGAL SHOWN FOR _ REFERENCE °- ONLY 1 U O F TYP. fAll — SILL I FRAME ANCHORING sonny 2X buck construction for DP <= 48 PSF L z ASTRAGAL STRIKE JAMB e comers may be adjusted to maintain the min. d as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors MAX. ON CENTER" dimension are not exceeded. MIN..:CLEARANCE.. '.MIN.:: CLEARANCE: AIN; .........:.::. ....... . TO`MA:SONRY.:.:.-:.'...:.:-TO:ADJACENT. `i DMENT-:f-: %.%%':::.:.:....:..:...........:.......:.:......... :.... 1/an 411 MASONR' OPENING FRAME 1 2X BUCK F1 I I II I I SEE DETAIL TYP. HEAD JAMBS ASTRAGAL SHOWN FOR — REFERENCE ONLY F SEE DETAIL TYP SILL — I DETAIL 1 Attach ostragal/surface bolt strike plates to frame as shown (Outswing) 63 65 66 0 FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 6OPSF DETAIL I Attach ostragol/surface bolt strike plates to frame as shown (Inswing) 64 r\ X p,; 1 to n N i N 041 HINGE JAMB HINGE DL 61 " I I6 - I I I zo I 11 A I I :o SEE DETAIL SEE DETAIL 11111 _ 7LEADMASONRY nP• HEAD MBS OPENING _ & JAMBS ASTRAGAL ASTRAGAL SHOWN FOR — SHOWN FOR REFERENCEL FRAME REFERENCE ONLY i `- ONLY to j fAll F - 0 `r' O 1 X BUCK — SILL SEE DETAIL F TYP. SILL — I I FRAME ANCHORING sonny 1 X buck construction for DP <= 48 PSF ASTRAGAL STRIKE JAMB je comers may be adjusted to mointoin the min. d as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors MAX. ON CENTER" dimension are not exceeded. MIN::CLEARANCE.` MIN;.CLEARANCEIAIN: :................. ... . TO::MASONRY:..:.::.z.TO..ADJACENT.-.::: EDMENT:`:.:;::::;:.. . 211 DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63 65 6z. 6 0 FRAME ANCHORING Masonry 1 X buck construction for DP > 48 PSF and DP <= 6OPSF n 63 U v DETAIL I Attach astragol/surface bolt strike plate to frame as shown (Inswing) 64 0 c N Ei N I HINGE JAMB 95.25' 8" 18.38" 20.63' 18.5' 14.38' 13) TYP. 3.25' TYP. SEE NOTE 1 TWPnW AT THF T(1P AWr) r:, 1.91" --1 II-- 0.06° 4 -- 0.13" ASTRAGAL DETAIL TYP. 13 3.25' 7' 0.75" 4.00 C C> 19 yp HEAD 3 SI DE8E Jamb ui 2.20" 4.a' 0 3 BUMP FACE THRESHOLD LOW PROFILE 5.76' En 33 SELF ADJUSTING SADDLE THREHOLD r L 4.56' N d rrvvu WOOD ONCRETE SCREW STEEL RETE CONFORMING TO ACI RMING TO ASTM C90 CONCRETE EW STEEL E SCREW STEEL SCREW STEEL SCREW STEEL SCREW STEEL STEEL 1.15' MIN. EMBEDMENT STEEL ALUM. STEEL STEEL t ALUM. EATHER-STRIP FOAM EATHER-STRIP FOAM STEEL HINGE TO FRAME) STEEL STEEL 4TURE SERIES STEEL WOOD WOOD SERIES 780 STEEL STEEL STEEL OFILE ALUM. / WOOD PVC LE THRESHOLD ALUM.COMP. ALUM. OR PANEL DETAIL SHEET FOR DETAILS RGLASS BY THERMA-TRU 6,000 PSI FIBERGLASS COMP. WOOD WOOD COMP. DENSITY POLYURETHANE STEEL X .25" THK. STEEL STEEL 4LE END X 1-3/4" L. STEEL STEEL 4.00 C C> 19 yp HEAD 3 SI DE8E Jamb ui 2.20" 4.a' 0 3 BUMP FACE THRESHOLD LOW PROFILE 5.76' En 33 SELF ADJUSTING SADDLE THREHOLD r L 4.56' N d 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 Exteerrioorr 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. Filch, 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) tj%tbitilS693#1r6Lyndon F. Schmidt, P.E. i s9C3. Calculations Prepared by i f, v0 Signed &Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) c '.°°G t f`/ u^r•.• a+yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. NO 4. Quality Assurance * ' •; r Certificate of Participation issued by National Accreditation and Management - Institute, certifying that Therma Tru Corporation is manufacturing products -O within a quality assurance program that complies with ISO/IEC 17020 and '. S I i _ O r : ;'-! Lyndon F. Schmidt, P.E. C> t/moo FL PE No. 43409 Guide 53. .t ti 4 'DF;•° q 10/16/2017 Sheet 1 of 1 , c, . _ ; - . i jr i vv v sic -Craft SS DOUBLE DOOR W/ SIDELITES NS WING / OUTS WING NON -IMPACT" id is in compliance with the 6th Edition (2017) Florida Building Code ing the "High Velocity Hurricane Zone" (HVHZ). id spaced as shown on details. Anchor embedment to base material eco. t is required to be protected with an impact resistant covering that 3C. HVHT' requiring wind bome debris protection this product is required to int covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. choring of these units shall be the some as that shown for 2x buck details of this drawing require further engineering analysis by a iitect. tal sill item #39 under active doors and all sills used under sidelites meet VHT'. g configurations using sill items #31 & #33 under the active door do not ents for the "HVHZ". Inswing units shall be installed (in the "HVHT') only in locations protected by on overhang or canopy such that the angle erhang to sill is less than 45 degrees. TABLE OF CONTENTS n pressures & general notes Glazing detail Z z 3 z O i — C _ u, LD x W W = W ad JJQJ Wd' O 0 Qi b A 105.5" MAX. OVERALL FRAME WIDTH DESIGN:•PRESSURE: PS F. `..`:;:•:::::.:,:.;::: IJ IJ KRI MR -1 L) LI i SWIN.G.:. .:>:.: Sc::; .; :fRAME';:' .; oil WITH:SURf DESIGN:•PRESSURE: PS F. `..`:;:•:::::.:,:.;::: SWIN.G.:. .:>:.: Sc::; .; :fRAME';:' .; WITHOUT -SURFACE':;'::::::: WITH:SURf 0''N"':-," :: DIMENSI,•.:..:.:::.:;:•::::.;...::. B .. 5;.:.: <::.; :...:.:::::.::•;:::: T•::::.:::;..•;:.•:..:;:•::.. BOLTS:: D/1CIT1\/C::.'':.:":.:AICr'ATI\%C:'i•:..:'i.'.. D/'CIT1\/C ' :. •._.:Allr::::.: 5:• ..:.2•: tAltKlUK ow 4.11 i n E2 1.49" 1- - 39' tf 0.67) N "Ifir.r.tril: IMTMAA flAll 44 EXTERIOR INTEF d EXTERIOR INTERIOR JZ" r_i ecc G GLAZING DETAIL 5 insulated gloss w/ smc lite frame iG >= 0.42) frame screws) is MIN. SSS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS 1.08" I to S' GLASS BITE 26 EXTERIOR 25 INTERIOR C 24 18 G GLAZING DETAIL 5 insulated glass w/ pvc lite frame 07/) I _ 1.53, _— n rivet me r.n 1/2" MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR 18 29 SEE NOTE 1 14 0.1 S' CSINK TYP.) Mf C0901, EXTERIOR RIZONTAL CROSS SECTION wing shown - inswing approved 5 4 3 6 6 6 rb ad tical 31 ", INTERIOR EXTERIOR INTERIOR URI EXTERIOR 5 HORIZONTAL CROSS SECTION 4 Shown w/1 X sub -buck 0.15" CSINK { TYP.) 8 40 EXTERIOR INTERIOR 10 ,T' 12 C WE Mff-1 III I III rb ad tical 31 ", INTERIOR EXTERIOR INTERIOR URI EXTERIOR 5 HORIZONTAL CROSS SECTION 4 Shown w/1 X sub -buck 0.15" CSINK { TYP.) 8 40 EXTERIOR INTERIOR 10 ,T' 12 C L U3 19 : Y' INTERIOR U 60 61 SS SECTION inswing INTERIOR 4 VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements 2 VERTICAL CROSS SECTION 5 Shown w/1 X sub -buck O INTERIOR 7 8 i6 o p n V L U3 19 : Y' INTERIOR U 60 61 SS SECTION inswing INTERIOR 4 VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements 2 VERTICAL CROSS SECTION 5 Shown w/1 X sub -buck O INTERIOR 7 8 i6 o p n M C; SEE NOTE 1 EXTERIOR ERTICAL CROSS SECTION utswing shown - inswing ilso approved Z d a L J A EXTERIOOR; SEE NOTE 1 l M z i EXTERIOR INTERIOR o e o n o p p O ' oil C oil 0 Shown w/1X sub -buck NOTE: 1. Anchors oss'y thru Sill at 4" in from eac INTERIOR EXTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration ASTRAGAL AND MULLIONS SHOWN FOR REFERENCE ONLY BUCK ANCHORING 1-j comers may be adjusted to maintain the min. I as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors IAX. ON CENTER" dimension are not exceeded. MIN:: C.LEARANCEc;: 'MIN.: CLEARANCE - TO MASONRY:::.:.::T .'ADJACENT:,*: DMENT:::..:.:....: EDGE:::::..'": :..' :::;• ANCHOR:.:: 1/4" 2" 4" T/4" r r ASTRAGAL STRIKE JAMB I I I I I I I L MASONR I I I o OPENIN( TYP. HEAD FRAA JAMBS N TO 2X BI comers may be adjusted to maintain the min. I as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors IAX. ON CENTER" dimension are not exceeded. MIN:: C.LEARANCEc;: 'MIN.: CLEARANCE - TO MASONRY:::.:.::T .'ADJACENT:,*: DMENT:::..:.:....: EDGE:::::..'": :..' :::;• ANCHOR:.:: 1/4" 2" 4" T/4" r r ASTRAGAL STRIKE JAMB I I I I I I I L I I I SEE DETAIL I I I o Y TYP. HEAD JAMBS ASTRAGAL SHOWN FOR REFERENCE IE M TYP. ONLY X i ICK N F TYP. SILL SEE DETAIL DETAIL 1 Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63) i 65x66 FRAME ANCHORING Masonry 2X buck construction 2) 63 U 64 DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Inswing) LOC4 EO N Eo N j HINGE JAMB LATCH b DEADBOLT DETAIL FRAME ANCHORING Mosonry I X buck construction s may be adjusted to maintain the min. X ON CENTER" must be odjusted to or joints, additional concrete anchors I CENTER" dimension are not exceeded. C -.1 ." MIN.-. -.LEARANCE':- TO.-'M A * SONRIY::.: . . .. ..-.'...T0.'ApJACENT.-.::. HINGE JAMB LATCH & DEADBOLT i HINGE DETAIL G) (67 63 SEE DETAIL plot TYP. HEAD JAMBS ASTRAGAL SHOWN FOR M Typ. REFERENCE ONLY N F Typ. SILL SEE DETAIL 1170 11 I FRAME ANCHORING Mosonry I X buck construction s may be adjusted to maintain the min. X ON CENTER" must be odjusted to or joints, additional concrete anchors I CENTER" dimension are not exceeded. C -.1 ." MIN.-. -.LEARANCE':- TO.-'M A * SONRIY::.: . . .. ..-.'...T0.'ApJACENT.-.::. HINGE JAMB LATCH & DEADBOLT i HINGE DETAIL G) (67 63 95.25' 1.88" 18.38" 20.63' 18.5' 14.38" 13) TYP. is 3.25' 4.5' 13) TYP. 1.91" - SEE NOTE 1 3 0.06" V 4 mo 0.13. ASTRAGAL DETAIL THROW AT THE TOP AND TYP.13 3.25' 7' 0.75' N E 2.59" 1.68" ---{ 2.1 T-1 16 OUTSWING SIDELITESpacer F12.14 69"!i--] vi 2.2U' - L I— 4.63' 8 BUMP FACE THRESHOLD LOW P. 5.75' WOOD 22 1/8 THK. CELLULAR GLAZING TAPE WOOD 23 PLASTIC LIP LITE FRAME (SMC) PVC 4CRETE SCREW STEEL 24 1 /4" INTERCEPT SPACER STEEL ONCRETE CONFORMING TO ACI WORMING TO ASTM C90 CONCRETE 25 26 SILICONE CAULK PLASTIC LIP LITE FRAME PVC SILICONE PVC SCREW STEEL 27 LATCH STRIKE PLATE STEEL RETE SCREW STEEL 28 DEADBOLT PLATE STEEL RETE SCREW STEEL 29 K40 X 1.79" PT THREAD MAJOR DIA. 4.OMM SCREW STEEL RETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD EW 1.15' MIN. EMBEDMENT STEEL 32 DOOR BOTTOM SWEEP PVC STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. RETE SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. ALUM. 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS STEELDOOR STEEL 41 SKIN;. I 25'MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS DINER ALUM. 42 TOP RAIL COMP. N WEATHER-STRIP FOAM 43 LATCH STILE WOOD N WEATHER-STRIP FOAM 44 HINGE STILE WOOD STEEL 45 BOTTOM RAIL COMP. W STEEL 46 POLYURETHANE FOAM 1.9 lbs. DENSITY) POLYURETHANE FINGER JOINTED PINE WOOD 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS REW STEEL 51 SIDELITE TOP & BOTTOM RAIL COMP. STEEL 52 SIDELITE STILE WOOD NAIL STEEL 60 11 /7' SURFACE BOLT SPACER STEEL PVC 61 IVES SURFACE BOLT #454 8.0" L. X .25" THK. STEEL STEEL PVC 62 1/4-20 SEX BOLT W/ 1/4-20 FEMALE END X 1-3/4" L. STEEL IGNATURE SERIES STEEL 63 SURFACE BOLT STRIKE PLATE STEEL STEEL 64 10 X 2-1 /2" PFH SCREW STEEL 0.42 WOOD 65 3116'X 2-1/4" PFH ITW CONCRETE SCREW STEEL 2 WOOD 66 3116'X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3116'X 3-3/4" PFH ITW CONCRETE SCREW STEEL N E 2.59" 1.68" ---{ 2.1 T-1 16 OUTSWING SIDELITESpacer F12.14 69"!i--] vi 2.2U' - L I— 4.63' 8 BUMP FACE THRESHOLD LOW P. 5.75' 1/2/7018 ' Florida Building Code Online jI SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear fi011Ca r Product ApprovalCb - USER: Public User Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail FL # FL15332-114 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 Category Subcategory Compliance Method MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida License PE -62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE 1, Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Standard AAMA/WDMA/CSA 101/1.S.2/A440 Method 1 Option D Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 https:/Avww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtHS572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d Year 2008 1/3 112/2018 Florida Building Code Online Date Approved FL # I Model, Number or Name 15332.1 SERIES 420 ALUMINUM SGD 10/10/2017 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE 15332.2 1 SERIES 420 ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE ti I 15332.4 SERIES 420 ALUMINUM SGD, i REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.6I SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.7I SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE 15332.8 1 SERIES 430/440 ALUMINUM SGD Limits of Use Description SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON- REINFORCED Installation Instructions FL15332 R4 II 08-00500E.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510807D.odf SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON- REINFORCED Installation Instructions FL15332 R4 II 08-00498E.Rdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510805D.odf Created by Independent Third Party: Yes, JCRJ YGV NLVI Il1YVl 1 JVV RCl1YrVRGCV VAV lY7 .7/Y 717b Installation Instructions FL15332 R4 II 08-02248C.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 512968C.odf SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x%", Installation Instructions FL15332 R4 II 08-02249C.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 512969C.odf Created by Independent Third Party: Yes Installation Instructions FL15332 R4 II 08-02250C.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 512970C.odf 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.odf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" Installation Instructions FL15332 R4 II 08-00501E.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510808D.odf SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON- REINFORCED Installation Instructions 0 0 1/5/2018 Approved for use in HVHZ: No FL15332 R4 II 08-00502E.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 FL15332 R4 AE 510809D.odf 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.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 FL15332 R4 AE 510810D.odf RATINGS Created by Independent Third Party: Yes The State of Florida is an AAJEEO employer. 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Product Approval Accepts: EM`'- Credit Card Safe https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3 NOTES: 1. THE PROOUCT 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 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. WINO LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIA: EXTRVOED ALUMINUM. 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09. WITH SAFETY GLASS. 7, APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO a OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 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 TWIN 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). 0. METAL STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6063—T5 .048' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO. XX. XP, PX, XIP, PIX. TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS I ftv I ocsow"ON I aTE I APPROYM I A I ADDED CWIRTS 1 03/05/12 1 R.L. 1 B REVISED PER NEW TESTING 1 10/29/13 R.L. C ADDED FLANGE AND nN INSTALLATIONS 1 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 07/30/15 R.L. E REVISED INSTALLATION DETAILS 06/20/17 R.L. SIGNED: 06/'20/2017 MI OSTOREETRS LLC 650DwOESWS s MARKET ftIIto* i GRATZ, PA 17030 GENS'9iP: o bt *' SERIES 420 SGID 96' X 80' NON—REINFORCED NOTES RATE OF • o: O.e•.•,: 1, i F lOR1CT:• ollA»c TNaG No. Rtv FA 08-00493 E ONA j1` L w1cNTS 02/23/09 1 OF 10 Luis R. Lomas P.E. FL No.: 62514 LROSERTVLMWPE. 1472W000F0ROR0LEWt6VXLE.NC27= 434-6004009 / bMaS6* 11Ylpv.=" I FI HE 6" MAX 96- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED r 17' r 1 MAX i 5" MAX Haight 30.0 1 36.0 1 420 18.0 17' MAX O.C. IO" I O X IAX AME ICHT 6 MAX 1 SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATWO IMPACT RATING 40.OPSF NONE SEECHARTS or AND 02 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 Vrx 79' 2 MAXIMUM D.L.O.: W S/8•r 74 S8• 6" MAX HARDWARESCNEDULS MT MOUNTED HANDLE SET (PART 099-04445) LOCATED 36 3W ON CENTER FROM PANEL BOTTOM METALLK:TANDEM ROLLERS (PART SWI 7.195) AT EACH ENO OF PANEL BOTTOM RAILS ADDED CHARTS REVISED PER NEW TESTING ADDED FLANGE AND FN INSTALLATIONS REVISED INSTALLATION DETAILS REVISED INSTALLATION OETNLS CHARTPI WHERE WATER INFILTRATION RESISTANCE IS REOUIREO. SEE NOTE 9 SHEET I Desfgn pressure Chan (pso From Sbvfe Parol and Total Hama Wldth (h) Haight 30.0 1 36.0 1 420 18.0 n) 60.00 1 7200 1 8[00 9&00 Pos N"0 Pos Nog Pos AreaPas Nog 80.0 40.0 55A 40.0 1 482 1 40.0 1 43.4 40.0 ' 40.0 CHART 82 WHERE WATER INFATRA TION RESISTANCE IS NOT REOWRED. SEE NOTE 9 SHEET I Design pressure Chan (ps0 Frame SNvw PvW and Total Frame Width (in) tbi 1 30.0 1 36.0 420 18.0 h) 60.00 1 7200 84.00 9&00 Pos I Nog Pos I Reg Pos Nog Pos Nog 80.0 55.1 1 55.1 482 1 462 43.4 43,4 40.0 40.0 CHART 03 Numbor of anohor 1000CICIIS ro0ufrod Frame ShO10 Panel ON Total From Width (in) Hs30.0 3&0 120 1&O A) 60.0 720 84.0 96.0 H&S Jamb H6.5 Jamb Has lamb H6S Jomb 80.0 4 5 5 5 6 5 6 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96' X 80' NON -REINFORCED ELEVATION owe No. F.A.08-00498 scAtE NTS OAn 02/23/09 5'x'2 OF 10 L AOWAIO LOWAS P.E. tut WOODFORD RO LEWISV4LE. NC vW7 4344804M G+wuz;q6*Axnwv.mm DATE APPRM 03/05/12 R.L. 10/29/13 R.L. 12/06/13 ILL. 07/30/15 R.L. 06/20/17 ILL SIGNED: 0612012017 I/ O r,EHSF`9`r; 51• x A TTATk OF z 0/0... 11FaG` Luis R. Lomas P.E. FL No.: 62514 6' MAX 6' MAX r 17' MAX O.C. 80 T - MAX FRAME HEIGHT 6' MAX 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD do JAMBS SEE CHART j4 FOR NUMBER OF LOCATIONS REOUIREO 17' Or- 6' MAX CHARTl4 Numbw OTanckw louaonsma dIWd Ramo ShDo Parol aro T*W Uv WdP ON 1 uo 1 9s0 42.0 4a0 040 720 $4.0 1 0&0 NOS Jamb NLS Jamb I NOS AmD NLS Amo Lao 4 S s s 6 S 61 5 SERIES 420 SGO EXTERIOR VIEW 2) ANCHORS PER LOCATION AT SILL DESIGN PRESSURE RATING IMPACT RATING SEE CHART #4 FOR NUMBER OF t40.0PSF NONE LOCATIONS REQUIRED SEE CHARTS or AND 02 SHEET 2 FOR OTHER UAIITS RATINGS NOTES: I. MAXIMUM PANEL SIZE: 4B 1,7x 79• 2. A4"MUMO.LO.:44Wx74W HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (PART #99-04.145) LOCATED 38 314- ON CENTER FR1 METALLIC TANDEM ROLLERS (PART #9917.195) AT EACH ENO OF PANEL OOTTOM RCVM*N$ OCSCWP *m MR A'PRO40 ADOEO CHARTS 03/05/12 R.L. REVISED PER KV TCONG 10/29/13 R.L. ADDED FLANGE AND FIN 015TALLA7ION$ 12/06/13 R.L. REVISED INSTALLATION OETNLS 07/30/15 R.L. REVISED wSTALLATION OETAlLS 06/20/17 R.L. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ• PA 17030 SERIES 420 SGO 96' X 80' NON—REINFORCED FIN ELEVATION ollAm oae «o. F.A. 08-00498 soot NTS °"R 02/23/09 —3 OF 10 L ROBERTO LOMAS P.E. 1432 NUOOAORO AD LEMSVXLE, NC 2,427 494400-0609 rWoapsylibmapr.oan SIGNED: 06/20/2017 REN10-/ 61 ••*= A0T OF per,• A` tOR101:• ONAl1E G Luis R. Lomas P.i;. FL No.: 62514 I10 WOOD SCREW WOOD FRAMING OR 2X BUCK SY OTHERS EXTERIOR n n II II INTERIOR NOTES: I. INTERIOR AND EXTERIOR FWISHES BYOTHERS NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO SE DESIGNED W ACCORDANCE WITH ASTM E2112 1 3/8' MIN. EMBEDMENT TT - 1/2' MIN. EDGE DISTANCE E SET IN 1/2' MIN. APPROVED EDGE DISTANCE WOOD FRAMING 1 3/8' MIN. OR 2X BUCK EMBEQMENT IBYOTHERS WOOD FRAMING ADDED FLANGE AND AN INSTALLATIONS 1/4' MAX. R.L SHIM 10 WOODSPACE R.L SCREW 06/20/17 I10 WOOD SCREW WOOD FRAMING OR 2X BUCK SY OTHERS EXTERIOR n n II II INTERIOR NOTES: I. INTERIOR AND EXTERIOR FWISHES BYOTHERS NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO SE DESIGNED W ACCORDANCE WITH ASTM E2112 1 3/8' MIN. EMBEDMENT TT - 1/2' MIN. EDGE DISTANCE E SET IN APPROVED SEALANT ADDED CWRTS X10 WOOD R.L SCREW 10/29/13 WOOD FRAMING ADDED FLANGE AND AN INSTALLATIONS OR 2X BUCK R.L BY OTHERS MIN. R.L WENT 06/20/17 MIN. STANCE 1/4' MAX. SHIM SPACE MCASIONS OESCpjPIgII are APPROVED ADDED CWRTS 03/05/12 R.L REVISED PER NEw TESTING 10/29/13 RL ADDED FLANGE AND AN INSTALLATIONS 12/06/13 R.L REVISED INSTALLATION DETAILS 07/30/15 R.L REVISED INSTALLATION DETNLS 06/20/17 1 R.L INTERIOR EXTERIOR JAMS INSTALLATION DETAIL WOOD FRAMING OR ZX BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SOO 96" X 80" NON—REINFORCED FRAME INSTALLATION DETAILS oKWK. Two. F.A. 08-00498 scut NTS — 02/23/09 —4 OF 10 I_ R09ERrO LGMA.S P.E. 14-V wOODRM RD LEWISVUE AIC 7107) 4744"60609 dbMe06wfdM ov tom SIGNED: 06/20/2017 G 9GAr0, STATE OF ry 101:G?: Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2• MIN. EDGE DISTANCE 1 /4 MAX. B ® a 8 r SHIM SPACE 110 SMS OR SELF DRILLING SCREW EXTERIOR II II II II INTERIOR LLL TO BE SET IN BED OF APPROVED SEALANT 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE 1NSTALLATIOW NOTES: I. INTERIOR ANO EXTERIOR FINISHES. BYOTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCOROANCE WITH ASTM EPI 12 r 1/2• Mil EDGE DISTI I 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS i. ..... JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96" X 80" NON—REINFORCED FRAME INSTALLATION DETAILS owane owc Ra F.A.08-00498 scuF NTS — 02/23/09 —5 OF 10 L AOWRTO LOMtS P.E. 147? WOOOFORO RO LEWt$VxLE. AC 2:027 434-680-060 bmnv..rnm SIGNED: 0620/1017 N- F iv •\GENS?9, o„6 ST • k = 41, it • (. e# TATE OF ; Z OR10rG'Al- YONA 1100 Luis R. Lomas P.E. FL No.: 62514 ocscRenoN TATE APPROV0 ADDEO CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FUWGE AND nN OISTAuAT10N5 12/06/13 R.l. REVISEO INVAUAT10N DETAILS 07/30/15 R.L. REVISEO WSTAUATION DUALS 06/20/17 R.L. i. ..... JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96" X 80" NON—REINFORCED FRAME INSTALLATION DETAILS owane owc Ra F.A.08-00498 scuF NTS — 02/23/09 —5 OF 10 L AOWRTO LOMtS P.E. 147? WOOOFORO RO LEWt$VxLE. AC 2:027 434-680-060 bmnv..rnm SIGNED: 0620/1017 N- F iv •\GENS?9, o„6 ST • k = 41, it • (. e# TATE OF ; Z OR10rG'Al- YONA 1100 Luis R. Lomas P.E. FL No.: 62514 1 1/2 MIN 1' MIN, REv oEStaollox MTE AVPRoym SEPARATION EDGE DISTANCE A ADDED CHARTS 03/05/12 R.L. 8 REVISED PER NEW TESTING 10/29/13 R.4 a C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. 1 1/4' MIN. 0 REVISED INSTALLATION DETAILSEMBEDMENT 07/30/15 R,L a; - 1 1/4' MIN, CONCRETE/ EMBEDMENT E REVISED INSTALLATION DETAILS 06/20/17 R.L. MASONRY 1/4 MAX. BYOTHERS SHIM SPACE OIxPTISUCKNAL 1— ` 1/4' MAX. TO BE 1- a ' I SHIM SPACE PROPERLY MIN. . ' ' I INTERIORSECUREDEDGE SEE NOTE 3 DISTANCE SHEET 1 3/16- TAPCON 3' MIN EXTERIOR INTERIOR SEPARATION SILL TO BE SET IN A BED Of APPROVED SEALANT 3/16' TAPCON 3/16- TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS MASONRY/ oPT1oNAl 1 X " BUCK JAMS INSTALLATION DETAIL CONCRETE TO BE PROPERLY CONCRETEANASONRYINSTALLAn N BY OTHERS SECURED SEE NOTE 3 SHEET 1 ' N. • a a 1 1/4" MIN. NOTES: T.INTER/ORANDEXTERIORRNISHES,8YOTNERSems• EMBEDMENT NOT SHOWN FOR CLARfTXa . • e' • . , 2 PERIMETER AND JOINT SEALANT BY OTHERS TO 8E DESIGNED W ACCORDANCE WffN ASTM E2/ T2 SIGNED: 06/20/2017 z/B' MIN ,' MIN. MI WINDOWS AND DOORS LLC a11111Iu,ISEPARATIONEDGEDISTANCE 650 WEST MARKET STREET `\\\\\S VERTICAL CROSS SECTION GRATZ. PA 17030 ``r • -\C, FAi $ CONCRETIDWSONRYINSTALLATION SERIES 420 SGO *• 0 5o.cos*= 96- X 80' NON—REINFORCES 1 a A E * FRAME INSTALLATION DETAILS X70 , TAT OF s<Q:z oRAVM oc r% an 'ip:=etoR10: G sfcAl t ovc 08-00498 E iis70NAL V' \\\ NTS 02/23/09 6 OF 10 L ROBERTO LOLLA$ P.E. Luis R. Lames P.E. 1-14VWOODFORD RD LEWrSKLE NG 27029 fl No.: 62514as+seasos &*mas6wanwvvmn WOOD FRAMING OR 2X BUCK BY OTHERS X10 WOOD SCREW 10 FRAMING 2 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE 1 3/8• MIN. EMBEDMENT 1/4- MAX. SHIM SPACE 810 WOOD SCREW EXTERIOR 11 II 11 11 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS; NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANTSY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 E SET IN APPROVED SEALANT MIN. RENT MIN. cuvc UISTANCE 1 3/8• MIN. EMSEOMENT T- 1/2• MIN. EDGE DISTANCE d10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOO 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 ORAwTC Ow0 K0. R[V F.A. 08-00498 E AU NTS I CAE 02/23/09 1 SKER7 OF 10 L ROSERTO LOVAS P.E. I4= W0WFOR0 RO LEWISMLE NC 2:6'7 4344u-owv famnasok6nuo co m SIGNEO: 06/20x2017 5 lR t t`IOI 0 51 ••*__ TATE OF • - Ltr Luis R. Lomas P.E. FL No.: 62514 OESCRFMN GATE APPOM ADOEO CHARTS 03/05/12 R.L. REVISED PER NEW TESTINC 10/29/13 R.L. ADDED FIANCE AND FIN INSTALLATIONS 12/06/13 RL REVISED INSTALLATION DETAILS 07/30/15 R.L REVISED INSTALLATION DETAILS 06/20/17 RL INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOO 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 ORAwTC Ow0 K0. R[V F.A. 08-00498 E AU NTS I CAE 02/23/09 1 SKER7 OF 10 L ROSERTO LOVAS P.E. I4= W0WFOR0 RO LEWISMLE NC 2:6'7 4344u-owv famnasok6nuo co m SIGNEO: 06/20x2017 5 lR t t`IOI 0 51 ••*__ TATE OF • - Ltr 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 110 SMS OR SELF DRILLING SCREW INTERIOR ILL TO BE SET IN 1 BED OF APPROVED SEALANT 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE WSTALLATION NOTES. I. INTERIOR ANO EXTERIOR FINISHES BYOTHEAS NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE OESIGNEO IN ACCORDANCE WITHASTM E211? 1/2' MIN. EDGE OISTANC I 010 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS OtscxpmN ADDEO CNARTS REVISED PER NEW TESTING ADDED FLANOE AND FIN INSTALLATIONS REVISED INSTAUATION DETAILS REVISED INSTALLATION OE AILS JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST.MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 80' NON—REINFORCED FLANGE INSTALLATION DETAILS F.A. 108-00498 CA'r NTS ° TL 02/23/09 $"W8 OF 10 L FAWRTO LOMAS P.E. 143Z N000FORO R0 LEWLSVALE, NC ZAW 43&0884F09 dbm"v*ftm fwGfe MR APPIIWCO . 03/05/12 R.L 10/29/13 R.L 12/06/13 R.L 07/30/15 R.L 06/20/17 R.L. SIGNED: 0620/2017 J\ 5 1 1111I/ O'',, GENSF9`P'' 0 5 •*= p T OF ORM, MAL Luis R. L.omos P.E. FL No.: 62514 1 1/2• MIN 1• MIN. FA gyp"oAte iD°R SEPARATION EDGE DISTANCE ADDED CHARTS 03/05/12 R• LREVISEDPERNEWTESTING10/29/13 R.L e ' ' - ADOEO FIANCE ANO fIN INSTALLATIONS 12/06/15 RL 4. 1 1/4• MIN. RENSEO INSTALLATION OEIAILS 07/30/15 R.L d, • • EMBEDMENT CONCRETE/ EMBEDMENT E REVISED INSTALLATION DETAILS 06/20/17 R.L. MASONRY 1/4• MAX. BY OTHERS SHIM SPACE OPTIONAL -r . 1/4` MAX. 1X BUCK $ HIM SPACETOBE 1. a PROPERLY MIN • . ' I INTERIORSECURED EDGESEENOTE3 DISTANCESHEETt _ ' 3/16• TAPCON EXTERIOR INTERIOR MIN aSEPARATION a 3/16" TAPCON EXTERIOR SILL TO BE SET IN A BED OF CONCRETE/MASONRY 3/16" TAPCON APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETEWASONRYWSTALLANNY TO BE PROPERLY MASONRY/ SECURED CONCRETE SEE NOTE 3 SHEET 1 BY OTHERS NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 4 ' ' --F42PERIMETERANDJOINTSEALANTBYOTHERSTOBE A, 1 1/4• MIN. DESIGNED INACCORDANCEWTIHASTME2,12 a' • . EMBEDMENT SIGNED: 06/20/2017 MI WINDOWS AND DOORS LLCft to650WEST GRATZ NPAK17030STREET ` rJ s`CEIvy'9si 2 7/8' MIN 1' MIN. SEPARATION EDGE DISTANCE SERIES 420 SGO _ *• , 0" NON -REINFORCED 0,+ 6 VERTICAL CROSS SECTION FLANGE 8NSTALLATION DETAILS "° ; Z: FLANGE CONCRETE/ SONRYINSTALLATION pR1wN owc No• p•• AT OF ,` F.A. 08-00498 E S•aR10G'\. s NTS o"R 02/23/09 —9 OF 10 ///DNA11; LROBERrOkOWASP.E. Luis R. Lomas P.E. 14= WODOFORO RO LEMS ELE NC 270x1 kv4spo6FL No.: 62514o9nu>Ptrbnaproom WOOD FRAMING .{ 1/4• MAX B. OTHERS I r SHIM SPACE y8 WOOD SCREW INTERIOR 1 1/4• MIN. EMBEDMENT APPROVED SEALANT J BEHIND FINEXTERIOR MI WINDOWS AND DOORS LLC 0\1MIt/////, 7/16• MIN ADDED CNARTS 03/05/12 EDGE DISTANCE RE IM PER NEW TESTING 10/29/13 R.L JAMB INSTALLATION DETAIL 12/06/13 R.L. WOOD FRAMING OR2X LIGKWSTALiATION METAL STRUCTURE R.L REW%0 INSTALLATION DETAILS BY OTHERS APPROVED SEALANT Luis R. Lomas P.E. TRIM BEHIND FIN 1 1/4• MIN. g8 EMBEDMENT WOOD FRAMING SCCREWREW BY OTHERS INTERIOR 1/4• MAX. HOOK STRIP –'- 7/W7/16 MIN, EDGE DISTANCE EXTERIOR 1/2• MIN. r—1 EDGE DISTANCE L aLws a+s MI WINDOWS AND DOORS LLC 0\1MIt/////, OCSCFNnVn oaE APPROVED ADDED CNARTS 03/05/12 R.L RE IM PER NEW TESTING 10/29/13 R.L ADDED FIANCE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION OETAILS 07/30/15 R.L REW%0 INSTALLATION DETAILS 06/20/17 R.L 1 5/8• MIN. EDGE DIST. TRIM –` INTERIOR MASONRY/CONCRETE – BY OTHERS HOOK STRIP ---- SHIM SPACE AOR SHELF DRILLING INTERIOR VERTICAL CROSS SECTION WOW FRAMWG OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 49. NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERLAMETEAANO JOAVT SEALANT BY OTHERS TO BE OESCNEO IN ACCOROAAICE V#M ASTM E2112 2X BUCK OR WOOD FRAMING BY OTHERS TRIM PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/2• MIN. EDGE DISTANCE 1 3/8• MIN. INTERIOR • EMBEDMENT HOOK STRIP \ S10 CREW000PANELI EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2X BUCKANOOD FRAMING 1 1/4" MIN. EMBEDMENT 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 3/16- TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONR»CONCRETE SIGNED: 06120/2017 MI WINDOWS AND DOORS LLC 0\1MIt/////, 650 WEST MARKET STREET GRATZ. PA 17030 R' l 4ii iFsGENSF•, A0,6$ SERIES 420 SGO 96' X 80' NON–REINFORCED 1 PFINANOHOOKINSTALLATIONDETAILSDTATOF cF•'OZORM" -' i SS' fOMAIt NG` oR.ec o c Na REV 08– g0 01498 E sciur atENTS 02/23/09 10 OF 10 Luis R. Lomas P.E. L AMRTO LOMAS P.E. 14=WOOOFOR0RDLEW*vR NC.17= AU436OV D9 A Manoep.rnm 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 OESIGNEO 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. WINO LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. 8. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE Of 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 010 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 S. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI, C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL IBCA, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM 15. APPROVED CONFIGURATIONS: Ox, X0. XX. XP, PX. xIP, PIX TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS ltnso"s OCScft7n0N ah A vnOrCO ADDED FLANGE AND AN INSTALLATION 12/10/13 R.L. REVISED INSTAUATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. SIGNED. 0621/2017 MI WINDOWS AND DOORS LLC WT\\\% Xlill//ui 650 GRATZ• MPAK 030REET N``,J\SE SF 9s 696" OTAi4 SERIES 420 SOD REINFORCED WITHOUT ADAPTER X 96• NOTES A F•F OR10'• ` oaAwV. Lll: owrc llo. acv OS C SSi/ 1MA ` IE\\ CA 0A7CNTS 10/30/13 sN 19 OF 10 Luis R. Lomas P.E. LROBFRTOLOMASP.C. 14-VWOODFORDADL SVILLEPJC m27 434.666-0609 dwnasQ&AwnaWwm _ fl No.: 62514 96" MAX FRAME W10TH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REOUIREO 6' MAX 17' MAX r O.C. 6' MAX 6• MAX 17• MAX O.C. 96 - MAX FRAME HEIGHT 6' MAX /11 SERIES 420 SGD REINFORCED W/TNOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 135.OPSF NONE SEE CHARTS if AND 42 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 fir x 9S' 2. MAXIMUM O.L.O.: u 574• x 90 5f8• NAROWARESCHEDULE MOUNTED HANOLE SET (9944-145)AT38 314- ON CENTER FROM PANEL 60 LLIC TANDEM ROLLERS (99.18195) AT EACH ENO OF PANEL BOTTOM RAILS IM6063-T6 REINFORCEMENT (686) AT ALL PANEL INTERLOCKS CHART of WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. CFC 1uATr a curer . Design preswm chaft (pso fi0 Shpb Patgl afb Total Fiaao Wdth (h) MAIN J0.0 30.0 1 420 4i0 hi 60.00 72001 "Do D6.00 Pos NO. as 1400 1 Poi I Nog Pas Nog 84.0 40.0 58.4 40.0 50.9 40.0 45.7 40.0 4210 88.0 40.0 55.2 40.0 6810 60.0 43.0 39.4 39.4 92040.0 SZa 4p,0 a5A 60.0 40.6 37,1 37.7 080 40.0 698 40.0 47.t 38.4 38.4 35.0 35.0 CHART42 WHERE WATER INFL I RATIOM RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET I CHART ,n Number Of oncbof I0u0ons fo0ulrod Design pm=vre chart FrOme PaW aro TOW Rano VVIM I#A) 5M& Pand OW Total Fr&m WON (n) HoipN J60 340 620 4A0 hi 60.00 1 72.00 6400 POS I NOV I POS A140 Pot Nog Roo - Poi Hap 640 SOA 4 50.9 50.9 65.7 45.7 62.0 420 DSO 55.2 5,32 66.0 40.0 43.0 63.0 39.6 394 D20 521 52.4 45.4 45.4 40.6 40.6 37.7 37.1 DSO 49.8 49.6 63 7 431 3S4 30.4 35,0 350 CHART ,n aLvwwa oatRPtfoN we NRROVID ADOEO FLANGE ANO FIN INSTALLATION 12/10/13 RL. REVISED INSTALLATION DETAILS 06/03/15 R.L REVISEO INSTALLATION DETAILS 06/21/17 R.L MI. WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96` X 96` ELEVATION V•L 08-02249 scJLc NTS - 10/30/13 s'-2 OF 10 L R08EA70 LcuAs P.E. l&= W000FOR0 RD LEwlSVUE. NC 27029 434448.0609 4wugkb wpa4" SIGNED: 06/21/2017 t ENS;9iP P• TAiEOF Luis R. Lomas P.E. FL No.: 62514 Number Of oncbof I0u0ons fo0ulrod cramSipb PaW aro TOW Rano VVIM I#A) H JQO JEO 420 40.0 lh) 60.0 7zo a4.o Da.o N&S Jamb Nis I Jamb NDS Jamb N6S Jamb 040 4 6 5 1 6 6 6 8 6 ISO 4 8 5 6 6 6 6 6 DZ0 4 6 5 0 6 6 8 6 DSO 4 6 5 6 6 6 6 6 aLvwwa oatRPtfoN we NRROVID ADOEO FLANGE ANO FIN INSTALLATION 12/10/13 RL. REVISED INSTALLATION DETAILS 06/03/15 R.L REVISEO INSTALLATION DETAILS 06/21/17 R.L MI. WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96` X 96` ELEVATION V•L 08-02249 scJLc NTS - 10/30/13 s'-2 OF 10 L R08EA70 LcuAs P.E. l&= W000FOR0 RD LEwlSVUE. NC 27029 434448.0609 4wugkb wpa4" SIGNED: 06/21/2017 t ENS;9iP P• TAiEOF Luis R. Lomas P.E. FL No.: 62514 FLATMOUNTED i A FF HE 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX 17' MAX O.C. 6' MAX I I 6' MAX Number o/anchor locs dons required 17' MAX O.C. Frame SIn91O Paml W4 Tocol LM Vftth (in), 6 - AX LME GHT 6' MAX oi9N 1 SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT) SIILLLCHORS PER LOCATION EXTERIOR VIEW SEE CHART 14 FOR NUMBER OF LOCATIONS OESKiNPRESSURERATING IMPACTRAflNG REQUIRED t35.0PSF NONE SEE CHARTS s/ ANO A2 SHEET2 FOR OTHER UNITS RATWCaS HARDWARE SCHEDULE T(99-04-145) AT 36 314- ON CENTER FROM PANEL S (99-17-195) AT EACH ENO OF PANEL BOTTOM RI EMENT (666) AT ALL PANEL INTERLOCKS w I OC$CRP110" aac IAPPRpYCp A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS OB/03/IS R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. NOTES: 1. MAXIMUM PANEL SIZE. 40 ?1r x 9$• 2. MAXIMUMO.L.O.:44SWx90W CHART 04 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96' X 96" FIN ELEVATION V.L I 08-02249 4c NTS o`'E 10/30/13 5n0R3 OF 10 l AOMPTOLOh1ASP.E. 1432 WODOFOW RV LEWISVXLE. AC: 270J' 434E6l4609 xbma rtomapr.ean SIGNED: 06/21/2017 S 11( 11`/ O Q; STAT SE OF 4r OF''o<OR101: • '' SfONAiLE* 1 Luls R. Lomas P.E. FL No.: 62514 Number o/anchor locs dons required Frame SIn91O Paml W4 Tocol LM Vftth (in), oi9N 300 36.0 420 40.0 n) 60.0 720 64.0 96.0 H6S I J&mb I H65 I Jamb H&S Jamb H6S I Jamb 64.0 4 6 5 6 6. 6 6 6 60.0 4 6 5 6 6 6 8 6 920 4 6 5 6 6 6 6 6 90.0 4 8 5 8 1 6 6 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96' X 96" FIN ELEVATION V.L I 08-02249 4c NTS o`'E 10/30/13 5n0R3 OF 10 l AOMPTOLOh1ASP.E. 1432 WODOFOW RV LEWISVXLE. AC: 270J' 434E6l4609 xbma rtomapr.ean SIGNED: 06/21/2017 S 11( 11`/ O Q; STAT SE OF 4r OF''o<OR101: • '' SfONAiLE* 1 Luls R. Lomas P.E. FL No.: 62514 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES - I. INTERIOR AND EXTERAOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE OES/GNEO INACCOROANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT AIN. cvvc VgTANCE ROISION9 a ocsUrricN WTE •PPRoV o A ADDED FLANGE AND nN INSTALLATION 12/10/13 R L B REVISED INSTALLATION OEUp.S 08/03/15 R.L. C REVISED LKWAUATION DETAILS 06/21/17 R.L 1 3/8' MIN.1 EI / 4' MAX. EMBEDMENT SHIM SPACE INTERIOR 1/2' MIN, 1 Y3 EDGE DISTANCE 10WOOD SCREW EXTERIOR 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1 3/8' MIN. OR 2X BUCKEMBEQMENT MI WINDOWS AND DOORS LLC BY OTHERS 1 11111111f/, S R' Lp ii 1/4 - MAX. SHIM B10 WOOD SPACE SCREW oR.rN 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES - I. INTERIOR AND EXTERAOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE OES/GNEO INACCOROANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT AIN. cvvc VgTANCE ROISION9 a ocsUrricN WTE •PPRoV o A ADDED FLANGE AND nN INSTALLATION 12/10/13 R L B REVISED INSTALLATION OEUp.S 08/03/15 R.L. C REVISED LKWAUATION DETAILS 06/21/17 R.L 1 3/8' MIN.1 EI / 4' MAX. EMBEDMENT SHIM SPACE INTERIOR 1/2' MIN, 1 Y3 EDGE DISTANCE 10WOOD SCREW EXTERIOR WOOD FRAMING JAMS INSTALLATION DETAILOR2XBUCK By OTHERS MOD FR,IMINGOR2XBUCK INSTALLATION SIGNED: 06/21/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 11111111f/, S R' Lp ii SERIES 420 SGO REINFORCED WITHOUT ADAPTER_ 9 X 9 FRAME INSTALLATIONLLATIOON OETAItS 0 51 a A • TAT Of • oR.rN oo,,'oF•;°40R101;• a c No. [Rey V.L 08-02249 C NAtscutNTSlof10/30/13 X14 OF 10 01111111110 LAW1432RRDDS LEWWE 0T3 Luis R. Lomas P.E. A34,01110-owt3vv.= 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, Q r SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR II II • II II INTERIOR 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLA77ON NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE W? T74 ASTM E27I2 SILL TO BE SET IN A BED OF APPROVED SEALANT T- 1/2' 1/2- MII EDGE DIST? I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 14" I ocsckpmm WE MPNvw A ADOED FLANGE ANO FlN INSTALLATION 12/10/13 R -L, 8 RMSED INSTAUATION OETNLS 0E/03/15 ILL. C REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96' X 96" FRAME INSTALLATION DETAILS V,L 1 08-02249 sG c NTS 100C 10/30/13 3UF5 OF 10 L 408ERT0 LOR"s P.F. 142 WWOFORD RO LEWISVUE, NC 2707) uase•ocas anss;rru;p..mn SIGNEO: 06/21/2017 E NSA; 9s a 51 ST(,ArT4E OF O cF' ORIOr • i Ss., ONAIn iO G` Luis R. Lomas P.E. FL No.: 62514 1 1/2" MIN 1" MIN. aLvr•ara acv ocscwmm DATE .ppw'w SEPARATION EDGE DISTANCE r A ADDED FLANGE AN0 FIN INSLLLMTIOri 12/10/13 R.L B REVISED WSTALLATKIN DETAaS 08/03/13 R.L C REVISED INSTALlAT10N OETAILS 06/21/17 R.L. A• aMIN. • ' EMBEDMENT 1 1/4" MIN. CONCRETE/ a` EMBEDMENT MASONRY BY OTHERS 1/4" MAX. SHIM SPACE 77 OPTIONAL•' tX BUCK r1 1/4" MAX t" SHIM SPACE TO BE MIN. : •° INTERIOR PROPERLY EDGE SECURED DISTANCE SEE NOTE 3 SHEET t 3/16" TAPCON MIN SEPARATION EXTERIOR INTERIOR SILL TO BE SET IN A BED OF o APPROVED SEALANT 3/16" TAPCON EXTERIOR 3/16" TAPCON CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL MASONRY/ OPTIONAL 1X BUCK CONCRETE%MASONRYINSTALLATION CONCRETE TO BE PROPERLY BY OTHERS SECURED SEE NOTE 3 SHEET t a — —r MOTES., a 1 1/4" MIN. I.INTERIOR AND EXTERIOR FINISHES, BY OTHERS, EM MOMENTe• . i NOTSHOWNFORCLARITY. a • FERIXIETER AND TO BE a • • 2. a DESIGNED WACCOROAACWASTME211EITH12 SIGNED: 0&21/2017 MI WINDOWS AND DOORS LLC t1111IIn1 27/8" MIN 1' MIN. 650 WEST MARKET STREET SEPARATION EDGE DISTANCE GRATT• PA 17030 1;ENS•^f -" VERTICAL CROSS SECTION SERIES 420 SGD REINFORCED WITHOUT 'ADAPTER kI0 61 *!E CONCRETEmLA90AfRYINSTALLATION 96` 96` off/k5FRAMEINSTALLATIONDETAILSL TAT OF oaww owc ao. as %•cF"LOR101; 08 C S%`iONA` 10? G\ sc¢t NTS °` 10/30/13 S10R69 OF 10 L. ROSER70 LOebts P.E. 14VWD00FOR0R0LEW/SVALENC'MM Luis R. Lomas P.E. 43646$-06M p.•com FL NO.: 62514 WOOD FRAMING OR 2X SUCK BY OTHERS 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS T. 1/z' MIH. EDGE DISTANCE 1 3/8" MIN. EMBEDMENT 1/4' MAX. SHIM SPACE B10 WOOD SCREWS EXTERIOR IIA lLU INTERIOR GING VJIM.0 VERTICAL CROSS SECTION WOOD FRVAING ORV BUG( INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINLSNES. BYOT74M NOT SHOWN FOR CURRY. 2. PERIMETER AND JOINT SEAUNTBY OTHERS TO 8E DESIGNED IN ACCORDANCE WITH ASTM E2112 f0 BE SET IN OF VEO SEALANT MIN, RENT wa+soora CESOMPlbn OTE 1 APPMVM ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 0E/03/15 R.L REVISED tmVALLATION OEAiLS 06/21/17 R.L. 1 3/8' MIN. 1/4' MAX. EMBEDMENT SHIM SPACE 1/2' MIN. INTERIOR EDGE DISTANCE — E1111110WRP Xn EXTERIOR WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS SIGNED: 06/2112017 MI WINDOWS AND DOORS LLC 1111II+!!n 650 GRATZ. PAK17030STREET J J S RElvo' 9 SERIES 420 SGO REINFORCED WITHOUT ADAPTER ir• 0 S 1r 96" X FLANGE INSTALLATION DETAILS 7p • TAT OF t 2 No,. OAVRtOK 08 C NTS 10/30/13 X79 OF 10 l jit a\`` LRMRTOLOA"SP.E. 1.s: WOODF RD RDLEW4V O NC Luis R. Lomas P.E. 434.68$409 FL No.: 62514 1/2' MIN. EDGE j— DISTANCE I METAL STRUCTURE BY OTHERS EXTERIOR 10 SMS OR SELF ORILUNG SCREW METAL STRUCTURE BY OTHERS 1/4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. I PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE KITH ASTINE2112 L TO BE SET IN BED Of PROVEO SEALANT 1 1/2' MIN. EDGE DISTAN( 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS a1F .snaavLv ADOW FIANCE AND FW INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 06/21/2017 MI AND 650 MARKET LLC WEST ETSTREET GRATZ, PA 17030 ENO 9'pF - SERIES 420 SGO REINFORCEO WITHOUT ADAPTER 0 6 . 6E96' X FLANGE INSTALLATION DETAILS a OF oarlc orc "°. Im' ii'oto'<OR101:• ?\ 08 C 10/30/13 X89 OF 10 LRDBERTOLOwA*p..E. 14.V W000FORO RD LEwLSVQLE. AIC 27Lp7 Luis R. Lomas P.E. ua488,wq Ab"uS@*b ..p,,..M FL No.: 62514 1 I'/2' MIN. 1' MIN. SEPARATION EDGE OISTANCE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 1/4' MIN. CONCRETE/ EMBEDMENT MASONRY BY OTHERS 1/4' MAX. SHIM SPACE OPOPTIONALL IX BUCK TO BE iC ss ONA11\\\ PROPERLY owc No. 08-02249 SECURED sriut NTS °`R 10/30/13 —9 OF 10 I SEE NOTE 3 SHEET 1 Luis R. Lomas P.E. I 3/16" TAPCON EXTERIOR UJ U INTERIOR rSILL TO BE IN A BED 3/16" TAPCON I All Ild dl I® APPROVED SSEALANT MASONRY/ CONCRETE BY OTHERS e. 1 1/4' MIN. EMBEDMENT a 2 7/8" MIN. 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEAIASONRYWSTALLATION 1 1/4" MIN. EMBEDMENT MIN. EDGE DISTANCE MIN. SEPARATION v 3/16' TAPCON CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 REVOONS RD/ OLSCR1P110N GATE APPROVED A ADDED RANG AND FW INSTALLATION 12/10/13 R.L. B REHSEO INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. r1/4" MAX. SHIM SPACE IINTERIOR EXTERIOR JAMB INSTALLATION DETAIL CONCRETF,wtsoArRY avSTALLATION NOTES: 1. INTERIOR AND EXTERIOR fiMSHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIPJETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 06/21/2017 MI WINDOWS AND DOORS LLC luIII(//,/ 650 WEST MARKET STREET GRATZ. PA 17030 5 E;. L0, /// E NG S' .9 z *• c c•B SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" X FLANGE INSTALLATION DETAILS Ep • TAT OF iC ss ONA11\\\ oRAw,N: V.L. owc No. 08-02249 C sriut NTS °`R 10/30/13 —9 OF 10 ILOWRTOLOA"SP.E. NAz MOODFORO RD LEWISNLLE. NC27027 Luis R. Lomas P.E. 43.4 S&OW ffl-wsfWWuja,ewn FL No.: 62514 WOOD FRAMING ..{ 1/4 MAX BY OTHERS 1 r SHIM SPACE INTERIOR 1 1/4' MIN. EMBEDMENT v E T - APPROVED SEALANT BEHIND FIN IS WOOD SCREW 7/16' MIN EDGE DISTANCE APPROVED --N SEALANT BEHIND FIN IS WOOD SCREW 7/16' MIN EDGE DISTANCE EXTERIOR EXTERIOR 1 X BUCK BY OTHERS. HOOK STRIP IX BUCK TO BE PROPERLY SECURED 3/16" JAMB INSTALLATION DETAILTAPCON EXTERIOR wroo0 FRAMING OR zx SUCK rnrsrALUTION PANEL INTERLOCK HOOKSTRIP INSTALLATION MASONAY.'CONCRETE 1/2' MIN. METAL STRUCTURE 1 1/4' MIN, EDGE BY OTHERSLE 2' MIN. EMBEDMENT DISTANCE E DISTANCE J WOOD TRIM FRAMING BY OTHERS INTERIOR TRIM 1/4' MAX3/8'INTERIOR SHIM SPACE EMBEDMENT INTERIOR VERTICAL CROSS SECTION WOOO FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS j•9. HOOK STRIP HOOK STRIP #10 SELF DRILLING SCREW F] 10 WOOD PANELSCREWEXTERIORINTERLOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION METAL STRUCTURE 2x SUCK4VDOO FRAMING SIGNED: 0&2la017 MI WINDOWS AND DOORS LLC 650 WEST GRATZ, PAK17030REET SERIES 420 SGO REINFORCED WITHOUT ADAPTER *• OTAT 61 * _ NAILFIN 6R HOOK IMSTAU.ATION DETAILSC, NOTES: X73 ,Of 1. INTERIOR AND EXTERIOR FW/SNES,BYOTHERS, x na lwv 't`•.QRLaQ:• NOTSHOWWFORCLARrTY. v.L. 08-02249 C 2PERIMETER AND JOINTSEALANT BYOTHERSToBE NTS 10/30/13 TtO OF 10 ,'IOIIInIl1E`\\\ DESIGNED IN ACCOROANCE WITH ASnW E2112 L ROWRTO LOMAS P.E. Luls R. Lomas P.E. Fut WOODFORD RD LEMSVILIE. RC 27027 43648"M M --v ln, gw-=m . FL No.: 62514 REVM06 DCV.RPWN Doc APPROVED A ADDEO FLANGE AND FW INSTALLATON 12/10/13 RA - 8 REVISED INSTAUAnON DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. t 5/8' MIN. EDGE 01ST. a TRIM A INTERIOR 1 1/4" MIN. EMBEDMENT MASONRY/CONCRETE 7 BY OTHERS EXTERIOR 1 X BUCK BY OTHERS. HOOK STRIP IX BUCK TO BE PROPERLY SECURED 3/16" JAMB INSTALLATION DETAILTAPCONEXTERIOR wroo0 FRAMING OR zx SUCK rnrsrALUTION PANEL INTERLOCK HOOKSTRIP INSTALLATION MASONAY.'CONCRETE 1/2' MIN. METAL STRUCTURE 1 1/4' MIN, EDGE BY OTHERSLE 2' MIN. EMBEDMENT DISTANCE E DISTANCE J WOOD TRIM FRAMING BY OTHERS INTERIOR TRIM 1/4' MAX3/8'INTERIOR SHIM SPACE EMBEDMENT INTERIOR VERTICAL CROSS SECTION WOOO FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS j•9. HOOK STRIP HOOK STRIP #10 SELF DRILLING SCREW F] 10 WOOD PANELSCREWEXTERIORINTERLOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION METAL STRUCTURE 2x SUCK4VDOO FRAMING SIGNED: 0&2la017 MI WINDOWS AND DOORS LLC 650 WEST GRATZ, PAK17030REET SERIES 420 SGO REINFORCED WITHOUT ADAPTER *• OTAT 61 * _ NAILFIN 6R HOOK IMSTAU.ATION DETAILSC, NOTES: X73 ,Of 1. INTERIOR AND EXTERIOR FW/SNES,BYOTHERS, x na lwv 't`•.QRLaQ:• NOTSHOWWFORCLARrTY. v.L. 08-02249 C 2PERIMETER AND JOINTSEALANT BYOTHERSToBE NTS 10/30/13 TtO OF 10 ,'IOIIInIl1E`\\\ DESIGNED IN ACCOROANCE WITH ASnW E2112 L ROWRTO LOMAS P.E. Luls R. Lomas P.E. Fut WOODFORD RD LEMSVILIE. RC 27027 43648"M M --v ln, gw-=m . FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIOA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ,ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIA: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4•. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8• MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/OONCRETE 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 010 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 OETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 S. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3092 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N, TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL MA, 33KSI OR ALUMINUM 6063-T5 .048' THICK - MINIMUM 15. APPROVED CONFIGURATIONS: XIX. I TABLE OF CONTENTS 1 SHEET NO.1 DESCRIPTION 1 1 NOTES 2 ELEVATION 3 - 9 INSTALLATION DETAILS RLNSMRS ofiCRMMR alE I APVRoveo A ADDED CHARTS 03/06/12 1 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 ' REvISEO WSTMAATION DETAILS 06/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGNED. 0622/2017 MI WINDOWS AND DOORS LLC 650 REETWESTK170 1111111r1 USF 9s•` GET GRATZ PA OTA SERIES 430 SGD 143' z 80• NON REINFORCED i3*0NOTESPOF-MQ, O<ORLOT;• 0l- oRAwe owe w. RFI 08—0 01502 E i sS ONA i#i \\ LUIS R. Lomas P.E. FL No.: 62516 srruc arcNTS 02/23/09 1 Of 9 9.R06ERTOLOMASP.E. taeW000 RDLEWISVILLE,ArcJNA 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 03 FOR NUMBER OF LOCATIONS REQUIRED 6- MAX -{ t 7 { 6' MMAX 6" MAX L 17' MAX 80" O.C. MAX RAME T - EIGHT L 6" MAX t SERIES 430 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.0PSF NONE SEE CHARTS a1 AND 12 FOR OTHER UNITS RATINGS NOTES.- 1. OTES: 1. MAXIMUM PANEL SIZE: 48 112"x 79' MAXIMUM D.LO.: 44 3/4' x 74 3r HARD WARE SCHEDULE FLAT MOUNTED HANDLE SET (99.04-145) AT 38 3/4' FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99-17.195) AT EACH ENO OF PANEL BOTTOM RAILS lav I tRSCAiTow DATE X X SERIES 430 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.0PSF NONE SEE CHARTS a1 AND 12 FOR OTHER UNITS RATINGS NOTES.- 1. OTES: 1. MAXIMUM PANEL SIZE: 48 112"x 79' MAXIMUM D.LO.: 44 3/4' x 74 3r HARD WARE SCHEDULE FLAT MOUNTED HANDLE SET (99.04-145) AT 38 3/4' FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99-17.195) AT EACH ENO OF PANEL BOTTOM RAILS lav I tRSCAiTow DATE APPROYM 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. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 RL CHARTRI WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET 1 Design pressure chart (pin Frame Height in) Single Panel and Total Franc Width (in) 30.0 36.0 420 17.7 90.00 106.00 126.00 14100 PCs I Hop Pas Neg Pos Neg POs I Neg 80.0 40.0 1 54.9 40.0 1 48.0 40.0 432 1 40.0 1 40.0 CHART 02 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET I Design pressure chart (psO Frame Heightgnc Single Panel and Total Frame Wath (in) . 90.0 36.0 42.0 47.7 90.00 108.00 116.00 143.00 Pas I Neg I Pas I Nog I Pas I Nog I Pot I Nog 80.0 S4.9 1 54.9 1 48.0 1 46.0 1 43.2 1 43.2 40.0 40.0 CHART 03 Number of anchor lowlonsrepuired Frame Height Single Panel and Total Frame Width (in) 30.0 36.0 420 1 47.7 h) 90.0 108.0 126.0 1 143.0 H&S I Jamb H6.5 I Jamb I H&S I Jamb I H&S I Jamb 80.0 6 1 5 7 1 5 1 8 1 S 1 9 1 3 - MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" x 80' NON REINFORCED ELEVATION F.A. 1 08-00502 E 5 NTS 1 2" 02/23/09 ISMM2 OF 9 L ROBERTO LOM" RE 1432 W000WR0 RD LEt»MLE NC 27= 411{d7-0ra9 domaso ixnvpr mm SIGNED: 06/12/2017 IC O ENSid`9s 0„6,261 • : TTArT E OF A- 0NAt, G`` Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 110 WOOD SCREW 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. I EOGE DISTANCE MIN, EMBE MENT MAX. SHIM SPACE EXTERIOR II II 11 11 11 11 INTERIOR T:6l4c VIJVVv%.c VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY, 2 PERIMETER AND JOINT SEALANT SY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8' MIN. D48EDMENT 1 1/2' MIN. EDGE DISTANCE SET IN APPROVED 1/4' MAX. r SHIM SPACE RCAS*NS DESCRIPTION DATE APPROVED ADDED CHARTS 03/06/12 R.L. RVASED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 ILL INTERIOR 110 W000 MIN SCREW EXTERIOR µENT WOOD FRAMING JAMB INSTALLATION DETAILOR2XBUCK 8Y OTHERS WOOD FRAMING OR 2X BUCK INSTALLATION Ml WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS MAW pYC N0. F.A. 08-00502 VALE NTS I DA"C 02/23/09 1 S"w 3 UF—9 L ROMRTO LOA"S PE. 1472 WOOOPORO A0 LEWISVMLE, NC:7= 04666-0609 d*fflu>@rlan2*v,0wn SIGNED: OWZ2017 5 st to /% GENt'.. P TATi0 kr jS'ONA 11E` Luis R. Lomas P.E. FL No.: 62514 1/2• MIN. EDGE DISTANCE Rn ROISONS 6CSCRPMN Oac NPPROvm METAL A ADDED CHARTS 03/06/12 R.L. STRUCTURE 1/4• MAX, 0 REVISED PER NEW TESTWG 10/15/13 R.L. BY OTHERS SHIM SPACE C ADDED nNIGE INSTALLATIONS 12/06/13 R.L. 10SCREW 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. 1/4- MAX E REMSEO INSTALLATION DETAILS 06/22/17 R.L. SHIM SPACErI 1/2" MIN. 110 SMS OR EDGE DISTANCE rFn::3SELFDRILLINGllilm INTERIOR L 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR INTERIOR L TO SE SET IN BED OF APPROVED UJWT 1 2" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE WSTALLATION NOTES: 1. INTERIOR ANO EXTERIOR PINISHES. BYOTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 06/22/2017 MI 650DOWS WEST MARCKET OSTCRS REETL` C R. L/p GRATZ. PA 17030 = •GENS'TU,.+ SERIES 430 SGD = *• 0 51 143 x 80" NON REINFORCED =,a rEFRAMEINSTALLATIONDETAILS -pC•OF oRAmc DYC No. REV i,'"• TAT o<ORIV G? scut NTS w>E 02/23/09 08 9iaTd2 OF 9 E ',, YSIOIII Ll\Q\``` L ROSERTOLOM4SP,E Luis R. Lomas P.E. 4-U-60.06 1472 VMODFORD RD LEWISVILLE. NC 270E6 FL No.: 625149 SorruadtlYbmsilpr.mn 1 1/2' MIN. 1' MIN. SEPARATION EDGE DISTANCE a 1 1/4• MIN. 03/06/12 EMBEDMENT CONCRETE/ MASONRY BY OTHERS ADDEO FLANCE INSTALLATIONS OPTIONAL 1X BUCK MASONRY/ TO BE RVASE0 INSTALLATION DETAILS PROPERLY R.L. SECURED 1/4' MAX. SEE NOTE 3 SHIM SPACE SHEET 1 1 1/4' MIN. 3/16• TAPCON EXTERIOR INTERIOR 1 1/4' MIN. EMBEDMENT MIN. EDGE a DISTANCE MIN. SEPARATION ' •: 3/16' TAPCON ET IN PROVED RLV R N1510 K otSCRYnm SILL TO BE S PPROVOD A BED OF AP 03/06/12 R.L. SEALANT 3/16' TAPCON 10/15/13 CONCRETE/MASONRY C ADDEO FLANCE INSTALLATIONS BY OTHERS MASONRY/ 1 ! RVASE0 INSTALLATION DETAILS CONCRETE R.L. SHIM SPACE E BY OTHERS 1 1 1/4' MIN. EMBEDMENT 2 7/8' MIN. 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEWSONRY INSTALLATION RLV R N1510 K otSCRYnm DOE PPROVOD A ADDEO CNARTS 03/06/12 R.L. 8 REYISEO PER NEW TESTING 10/15/13 R.L. C ADDEO FLANCE INSTALLATIONS 12/06/13 R.L. 1/4- MAX. 0 RVASE0 INSTALLATION DETAILS 08/05/15 R.L. SHIM SPACE E RENSEO INSTALLATION DETAILS 06/22/17 R.L. INTERIOR a EXTERIOR D<m JAMS INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETFIMASONRYINSTALLATION 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 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143' x 80' NON REINFORCED FRAME INSTALLATION DETAILS ORAWX OWO N0. F.A. 08-00502 scut NTS °'`1C 02/23/09 —5 OF 9 L AOSERT0 LOiu45 P.E. lar WOODFORD RD LEWASVILLE• NC 27= 434480.0609 4wn2K3kAwna4w.c*m SIGNED: 06/22/2017 C,ENyF.9,G A TAT OF ; Q,:r Ile s'ONA 11t`` Luis R. Lomas P.E. FL No.: 62514 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II 11 11 II 11. II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASnW E2112 SEF IN APPROVED MIN. 4ENT 1/2' MIN. DATE I EDGE OIS7ANCE 1 3/8' MIN. WOOD FRAMING OR 2X BUCK EMBE MENT BY OTHERS B REVISED PER NEW TESTING 10/15/13 1/4' IMAX C ADDED FLANGE INSTALLATIONS 010 WOOD SPACE SCREW 0 REVISED INSTAUATKIN DETAILS 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II 11 11 II 11. II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASnW E2112 SEF IN APPROVED MIN. 4ENT EXTERIOR WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK BY OTHERS WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 60' NON REINFORCED FLANGE INSTALLATION DETAILS ORAWft OWC No. F.A. 08-00502 slatE NTS — 02/23/09 —6 OF 9 L $MERTO (0,AAS P.E. I= V000O$0RO RO LEW)SVXLE, NC 27= GGo9 raonus argnuapr Dom SIGNED: 06/22/2017 1R I ILI i'. it • D„6; OFo; TTATT:` oF, OR10?'• '' Sjs NA ill 11\Nl\`\. Luis R. Lomas P.E. FL No.: 62514 acrma+s Rev 00 W WON DATE to -MOVED A ADDED CIVRTS 03/08/12 R.L. B REVISED PER NEW TESTING 10/15/13 R,L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTAUATKIN DETAILS 06/05/15 R.L. 1 3/8• MIN.1/4• MAX. E REM O INSTALLATION DETAILS 06/22/17 R.L. EMBEDMENT r SHIM SPACE IT- 1/2' MIN. WTERIOR EDGE DISTANCE r a :Io 010 WOOD SCREW EXTERIOR WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK BY OTHERS WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 60' NON REINFORCED FLANGE INSTALLATION DETAILS ORAWft OWC No. F.A. 08-00502 slatE NTS — 02/23/09 —6 OF 9 L $MERTO (0,AAS P.E. I= V000O$0RO RO LEW)SVXLE, NC 27= GGo9 raonus argnuapr Dom SIGNED: 06/22/2017 1R I ILI i'. it • D„6; OFo; TTATT:` oF, OR10?'• '' Sjs NA ill 11\Nl\`\. Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. METAL I EDGE OISTANCE r I STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE 1 10 SMS SELF DRILL SCI METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW EXTERIOR II II II II II II INTERIOR 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 TO BE SET IN X0 OF APPROVED LLANT ACKRONS IV OLSORPI10r aTC APPRM A ADDED CHARTS 03/06/12 R.L. 8 REVISEO PER NEW TESTING 10/15/13 R.L. C ADDED FLAKE INSTALLATIONS 12/06/13 R L D REVISED INSTALLATION DETAILS 08/05/15 R.L. 1/4' MAX E REVISED INSTALLATION OETAILS 06/22/17 R.L r SHIM SPACE 1/2' MIN. EDGE INTERIOR DISTANCE T— I I 10 SMS OR aSELFDRILLING SCREWS s METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS ORWR ore M F.A.08-00502 SCAU NTS I oraE 02/23/09 s'=7 OF 9 L ROURTO COMAS P.E. 14W w000ROR0 RD LEKISVXLE. AC 27021 AN40 W t/emasots aawk oom SIGNED: 06/22/2017 r• 0„6125 . r = STTATT OF E`'' OR10P • ? SS10NA 11E G` Will R. Lomas P.E. FL No.: 6251A EXTERIOR 3/16• TAPCON MASONRY/ CONCRETE BY OTHERS VERTICAL CROSS SECTION CONCRETFJMASONRY INSTALLATION INTERIOR 1 1/4• MIN. EMBEDMENT MIN. EDGE •o DISTANCE 3' MIN. SEPARATION v 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 EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 RLvLSWRS 1 1/2" MIN. 1• MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY 03/06/12 BY OTHERS REVISED PER NEW TESTNO 10/15/13 s' • 1 1/4• MIN. ADOEO FLANDE wSTALLATONS EMBEDMENT R.L. REVISED INSTAUATION DETAILS OPTIONAL R.L. 1X BUCK 06/22/17 TO BE x 80' INS NOW REINFORCES PROPERLY SECURED 1/4• MAXSEENOTE3SHIMSPACESHEET1 oRAMa: owe Ro. 3/16" TAPCON EXTERIOR 3/16• TAPCON MASONRY/ CONCRETE BY OTHERS VERTICAL CROSS SECTION CONCRETFJMASONRY INSTALLATION INTERIOR 1 1/4• MIN. EMBEDMENT MIN. EDGE •o DISTANCE 3' MIN. SEPARATION v 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 EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 RLvLSWRS 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS• NOT SHOWN FOR CLARITY. ' ocscrjP110N WTC APPIIW(p ADDEO CHARTS 03/06/12 R.L. REVISED PER NEW TESTNO 10/15/13 R.L. ADOEO FLANDE wSTALLATONS 12/06/13 R.L. REVISED INSTAUATION DETAILS 08/0b/15 R.L. RENSEO INSTALLATION ocumS 06/22/17 1 R.L INTERIOR l — JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALUATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS• NOT SHOWN FOR CLARITY. ' 2 PEmwrER AND JOINT SEALANT aYOTNERS TO BE DESIGNED IN ACCORDANCE WI rH ASTM E2112 SIGNED: 06/1'1/2017 MI WINDOWS DOORS 650WEST M STTREETLLC MARKET SItt 111LIO GRATZ. PA 17030 GENs 9s i SOS* SERIES 430 SOD143' x 80' INS NOW REINFORCES r j0. o y5FLANFLANGEINSTALLATIONDETAILSA TAT OFE w` t`•'clOR10;• i, iSS10t4A 1 yG` oRAMa: owe Ro. RLV OS E00502 sFeAAic aueNTS 02/23/09 8 OF 9 L RO6Ear0 LOMAS P.E. 14WW000FORDROLEW/SVILLENC27Q29 lufs R. Lomas P.E. 4 &4196.009 dwMx*&0"z c0M FL No.: 62514 I 5/8' MIN. L EDGE GIST. TRIM d INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP d 1 1 /4' MIN. EM8.0,ENT T 1X BUCK BY OTHERS, 1X BUCK TO BE1PROPERLYSECURED Ilf 3/16' EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE METAL STRUCTURE 1/2 MIN. B. OTHERS EDGE DISTANCE TRIM INTERIOR HOOK STRIP RDISgx$ 10SCR SELF DRILLINGSCR OESCWPIgN DATE APPROVED A ADDED CHARTS 03/06/12 R.L. rav 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDEO FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED WSTAUA71ON OETAILS 06/05/15 R.L. E REVISED INSTAL1ATIoN OEUR.S 06/22/17 R.L. METAL STRUCTURE 1/2 MIN. B. OTHERS EDGE DISTANCE TRIM INTERIOR HOOK STRIP SIGNED: OWWO RIIILIO,'/,' A ; STAIrATTE OF i Fs ZORLOP G• ONA 'E \\` 111111% Luis R. Lomas P.E. FL No.: 62514 10SCR SELF DRILLINGSCREW PANEL 1/2` MIN. EXTERIOR INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM FEMSEDMENTMIN. NOTES.• 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. HOOK STRIP NOT SNOWN FOR CLARITY. 2. PERIMETER MIO JOINT SEALANT BY OTHERS TO BE III 10 WOOD DESIGNED IN ACCORDANCE WITH ASTM E2112 SCREW EXTERIOR PANEL INTERLOCK MI WINDOWS AND DOORS LLC HOOK STRIP INSTALLATION 650 WEST MARKET STREET 2K BUCX4Y000 FRAMING GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED NOOK INSTALLATION DETAILS uuwn: orrc No. F.A. 08-00502 s<i c NTS o`er 02/23/09 S"W9 OF 9 L ROBERTO LOMAAS P.E AIV WOOOFORO RO LEWIS'VILLE. NC:7= 474466.0 dbM220Nanas7ou oom SIGNED: OWWO RIIILIO,'/,' A ; STAIrATTE OF i Fs ZORLOP G• ONA 'E \\` 111111% Luis R. Lomas P.E. FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITHREQUIREMENTSOFTHEFLORID9BUILDINGCODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLYTRANSFERALLLOADSTOSTRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT ORENGINEEROFRECORD_ 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRFD FOR THIS PRODUCT IN WIND BORNEDEBRISREGIONS. 8. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DONOTREOUIREWATERINFILTRATION. 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. LOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 110 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALLLOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS. 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-0.42S. 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 INSTALlaTAN nrreu e SIGNED: 06/22/1017 REV1504 Ir IAAA 650 WEST MARKET STREET REV OSTM arE APPROVED A AOOEO CHARTS 03/06/12 R.L. 6 REVISED PER NEW TESTWG 10/15/13 R.L. C ADDED R.MCE INSTAUATIONS 12/06/13 R.L. 0 REVISED INSTAUATKIN DETAILS 08/05/15 R.L E I REVISED IN5TALIATION DETAILS 06/22/11• R.L. SIGNED: 06/22/1017 MI WINDOWS AND DOORS LLC Ir IAAA 650 WEST MARKET STREET VV\`1R O1'//i GRATZ. PA 17030 JAS GENS 9iJ. 3: *.A os SERIES 430/440 XIX SGOS 143' x 96' REINFORCED NOTES yG3 TAT Of — G? owc as RFv 08-00503 E iS= c ORIC: j NAiIEN`` Luis R. Lomas P.E. NTS °ITC 02/23/09 slmtt 1 OF 9 L R08ERT0L0M4$P.E 14V 9b000FOR0 RD LEW1SVUE NC 2707 61+<404 9 d*ft"v*bM p.X.' FL No.: 62514 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART g3 FOR NUMBER OF LOCATIONS REOUIRED 17' 6 MAX 0MAX r 6 MAX I 6MAX L 17' MAX O.C. 96' T - MAX FRAME HEIGHT L 6' MAX SERIES 430/440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.OPSF NONE SEE CHARTSOf ANDX2 FOR OTHER UNITS RATINGS NOTES: f, MAKIMUM PANEL SIZE: 4e 11r x 95' 2. M4XIMUMO.LO.:443i4•x90SB' HAROWARESCHEOULE UNTIED HANDLE SET (99-04-145) AT 37 3t4' ON CENTER FROM PANEL C TANDEM ROLLERS (99-17.195) AT EACH ENO OF PANEL 8OTTOM W 6063-T6 REWFORCEMENT(668)ATALL PANEL INTERLOCKS 6063 -TS REINFORCEMENT (4237) INTERLOCK ADAPTOR AT INTERIOR Rn RLrlS10N5 ocseRv OW MTE APPROVEL A ADDED CHARTS 03/06/12 R.L. 8 RMEO PER NEw TESTING 10/15/13 R,L C ADDED FLANCE INSTALLATIONS 12/06/13 R.L. 0 REVLSED INSTALLATION DETAILS 08/05/1S R.L. CHART/T E I REMSEO INSTALLATION DETAILS 06/22/17 R.L. WHERE WATER INFILTRATION RESISTANCE 4S REOUIRE0 SEE NOTE 9 SHEET I Design pressure chaK (050 Ram Faro Sr10W vald aro Taal From Wloa (n) v4hl J0.0 1 360 12.0 1 47,7 0%) moo 10&00 12&00 11300 POS I Non Pos I NON POS Noe I Pos 1Np a4.040.0 60.0 40.0 57,9 10.0 520 40.0 40.0 0&0 40 0 60.0 40.0 54.6 10.0 b 9 40.0 45.0 920 a0.0 1 53A 1 40.0 1 $1.7 40.0 46.1 s0.0 a23 PILO 49.0 1 56.e 1 40.0 1 49.0 40.0 .3.7 so.o ao 0 CHART*2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIREO SEE NOTE 9 SHEET l Dost n pressure chart (04 Ram S ilo Patrol an0 Taal Faro Wd01(in) WPM 30.0 2&0 42.0 1 47.7 in) 90.00 10&00 12&00 I 11300 Pos Np Nog Pis Np Pos Nap 2&.0 60.0 60.0 570 52.0 520 4&0 48.0 e&0 267S 60.0 80.0 51.6 4&9 4892.0 9:0 59.8 59.6 51.7 48196.o 940 568 58 0 490 43.7 al.) 40 0 40 0 CHART 02 Number of anchor locavonardpulroi Fano Shm Pawl Eno TOW Famo VAM (in) P41ON 30.0 7&0 12A 17,7 h) 90.0 I f0&o 126.0 1430 NIS I Ame I Has I lamp H" Jame I HaS Jamb 040 0 6 7 8 e 6 9 6 00.0 7 6 7 e e 6 9 8 9:0 7 s 7 e e s s s 940 7 8 7 6 e 8 9 6 Ml WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ• PA 17030 SERIES 430/440 XIX SGO 143" x 96' REINFORCED ELEVATIONS F.A. 1 08-00503 1 E NTS 1- 02/23/09 1-2 OF 9 L ROaERTO LOWLS P.E. IA32 WOODFORDAD LEWlSVILL4 NC 2702'! 4,U<404M nbm+st%jr syr,oam SIGNED: 06/2P/2017 J`J\S 1R IL o'/ GEN8F9`P% ATA50 •>ir= FS OR10 G2J s/ pWONA11'i \ Luis R. Lomas P.E. FL No.: 62514 10 WOOD SCREW OD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II 11 11 11 II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2Y BUCK INSTAUATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OESIGNED IN ACCORDANCE WITH ASTM E2112 1/2" MIN. R%IDDMs OEsCNP110a alitEDGEDISTANCE WOOD FRAMING 1 3/8' MIN. 03/06/12 OR 2X BUCK DAB ENT B BY OTHERS R.L. 1 3/8" MIN. 12/06/13 1/4- EMBEDMENT DREVISED MAX. SHIM 10 WOOD • SPACE 1/2' MIN. W 06/22/t7 EDGE DISTANCE 10 WOOD SCREW OD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II 11 11 11 II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2Y BUCK INSTAUATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OESIGNED IN ACCORDANCE WITH ASTM E2112 uI. 10 WOOD SCREW I BE SET IN F APPROVED EXTERIOR WOOD FRAMING n OR 2X BUCK JAMB INSTALLATION DETAIL I Y OTHERS WOOD FRAMING OR 2X BUCK INSTALLATION MIN. BENT MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SOD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS MANIC IhYC w0. F.A. 08-00503 sows NTS 02/23/09 si0LT3 OF 9 L. ROBERTO LOAK4 P.E. 1132 WOODFORD RO LEW1SVUE. NC 27M Q800609 rtlwrus ewnam..mm SIGNED: 06/22/2017 RE HIO 9 o Q ATE OF •_ X, ORIO"; s1ONAL1E` Luis R. Lomas P.E. FL No.: 62514 RN R%IDDMs OEsCNP110a alit APPRWO A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTINC 10/15/13 R.L. DDED FLANGE INSTALLATIONS 12/06/13 R.L DREVISED INSTALIIATION DETAILS OB/05/15 R. L1/4" MAX. EVISED INSTALLATION DETAILS 06/22/t7 1 R.L. SHIM SPACE 3 INTERIOR uI. 10 WOOD SCREW I BE SET IN F APPROVED EXTERIOR WOOD FRAMING n OR 2X BUCK JAMB INSTALLATION DETAIL I Y OTHERS WOOD FRAMING OR 2X BUCK INSTALLATION MIN. BENT MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SOD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS MANIC IhYC w0. F.A. 08-00503 sows NTS 02/23/09 si0LT3 OF 9 L. ROBERTO LOAK4 P.E. 1132 WOODFORD RO LEW1SVUE. NC 27M Q800609 rtlwrus ewnam..mm SIGNED: 06/22/2017 RE HIO 9 o Q ATE OF •_ X, ORIO"; s1ONAL1E` Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR LF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE 1/4' MAX. a Q r SHIM SPACE ml 110 SMS OR SELF DRILLING SCREW EXTERIOR II II II II II II INTERIOR 1/2* MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTUREWSTALLATTON NOTES: 1. INTERIOR AND EXTERIOR FINISHES. 8Y OTHERS. NorSHOINN FOR CNARIIY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WI rH ASTM E2112 TO BE SET IN IED OF APPROVED ANT I 1/2' MIN. EDGE DISTANCE 1 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4" MAX. I- SHIM SPACE to I tIYIVM JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143" x 96' REINFORCED FRAME INSTALLATION DETAILS DRAWN: owe No. F.A. 08-00503 X" NTS I DATE 02/23/09 %T4 OF 9 L. ROBERTO LOVAS P.E. 14.V wOOOFORO RO LEN7SV9lE. NC r,QM u&c%".O o9 Maar cam SIGNED: 06f27/1017 5 111 i I` 01//,'i 0 51 LZ TATE OF G? slomkLIE Luis R. Lomas P.E. FL No.: 62514 RLNSp14 REV DESCRIPTION DATE APPROVED A ADOEO C1IARTS 03/06/12 R.L. B REVISEO PER NEV TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION OETA4S 06/05/15 R.L. E REVISEO INSTALLATION OETULS 06/22/17 Rl JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143" x 96' REINFORCED FRAME INSTALLATION DETAILS DRAWN: owe No. F.A. 08-00503 X" NTS I DATE 02/23/09 %T4 OF 9 L. ROBERTO LOVAS P.E. 14.V wOOOFORO RO LEN7SV9lE. NC r,QM u&c%".O o9 Maar cam SIGNED: 06f27/1017 5 111 i I` 01//,'i 0 51 LZ TATE OF G? slomkLIE 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 iw3/I6-.TAPCON 1 1/4MIN. EMBEDMENT 4' MAX. IM SPACE EXTERIOR INTERIOR 1 1/4" MIN. EMBEDMENT MIN. EDGE : • : • o DISTANCE . • ' p 3' MIN. SEPARATION 3/16' TAPCON SILL TO BE SET IN a A BED OF APPROVED SEALANT I. CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. EMBEDMENT 2 7/8*c MIN. 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRET EO M$ONRY INSTALLATION INTERIOR 11FIl a EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRET&WASONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1, INTERIOR AND EXTERIOR FINLSNES. SY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO HE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS .LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143" z 96" REINFORCED FRAME INSTALLATION DETAILS ortAwN: onf No. F.A. 08-00503 x"E NTS °rz 02/23/09 5 OF 9 L RMKO SOMAS P.E. rar W000F0RD RD LEv rSVILLE. xCY7*n U&US-06" dwnu0"xwvvc" SIGNED: 0612ZO2017 OENS'9s• k 0,"6 5— STTAATTE OF s, ONA10,G\` Luis R. Lomas P.E. FL No.: 62514 REVL4oea ocscRPn0" are A ADM CJWtTS 03/06/12 R.L. REVISED PERNEW TESTING 10/15/13 R.L 1/4' MAX. rCA ADDED FIANCE INSTALLATIONS 12/06/13 R.L. SHIM SPACE REVISED INSTALLATION DETAILS 06/05/15 R.L. REVISED INSTALLATION OERILS 11 11 06/22/17 RL INTERIOR 11FIl a EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRET&WASONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1, INTERIOR AND EXTERIOR FINLSNES. SY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO HE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS .LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143" z 96" REINFORCED FRAME INSTALLATION DETAILS ortAwN: onf No. F.A. 08-00503 x"E NTS °rz 02/23/09 5 OF 9 L RMKO SOMAS P.E. rar W000F0RD RD LEv rSVILLE. xCY7*n U&US-06" dwnu0"xwvvc" SIGNED: 0612ZO2017 OENS'9s• k 0,"6 5— STTAATTE OF s, ONA10,G\` Luis R. Lomas P.E. FL No.: 62514 ID FRAMING R 2X BUCK BY OTHERS 10 WOOD SCREW EXTERIOR 10 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. EDGE DISTANCE 1 3/8 MIN. EMBEDMENT 1/4' MAX. SHIM SPACE INTERIOR 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2K BUCK WSTALLATXNV NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEVANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 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 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. r SHIM SPACE 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 SGO 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRNRL OPoG NO. F.A. 08-00503 W -'u NTS I o0c 02/23/09 S'w6 OF 9 L ROSERTOLOMASAE 1472WOWFOR0 R0 LEWSVILLE NC r,= a7 ass.ocDy rnsAooaom SIGNED. 06/2212017 AS a I to gip E N 0 51 ••*=_ e-nzOR10'- *A: Luis R. Lomas P.E. FL No.: 62514 REVISIONS REV DESCNP110N WTE APPROVED A ADDED CHARTS 03/06/12 R.L, B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 06/05/15 R.L. E 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 430/440 XIX SGO 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRNRL OPoG NO. F.A. 08-00503 W -'u NTS I o0c 02/23/09 S'w6 OF 9 L ROSERTOLOMASAE 1472WOWFOR0 R0 LEWSVILLE NC r,= a7 ass.ocDy rnsAooaom SIGNED. 06/2212017 AS a I to gip E N 0 51 ••*=_ e-nzOR10'- *A: Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 1110 SMS OR SELF ORILUNG SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE Lvc I rrtivrl .. Q -w - 1/2' MIN, EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. M?ERIOR AND EXTERIOR FWISHES, 8YOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OESIONEO W ACCOROANCE WTTHASTM E2112 1/4' MAX. SHIM SPACE OR UNC L. TO BE SET IN BED OF PROVED SEALANT MIN. EDGE DISTANCE J10 SMS OR SELF ORILUNG SCREWS METAL STRUCTURE BY OTHERS r1/4' MAX. SHIM SPACE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143' z 96" REINFORCED FLANGE INSTALLATION DETAILS DpAz : Ow0 00. F.A. 08-00503 14z NTS o`er 02/23/09 5M0LT7 OF 9 L $*WRT0 L0AfAS P.E. Ku v-=0FOR0 RD LEwrsvaLE. AIC 27= SIGNED: 06/2212017 0 p, TATE OF ,•= 0 F11` R10 NA `;\ Luis R. Lomas P.E. FL No.: 62514 RCASIOKS RN OESCAtpmm WE APPROvm A ADDEO CNAM 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L C ADOEO FU1NCE INSTALLATIONS 12/06/13 R.L 0 REVISED INSTALLATION DETAILS 08/05/15 R.L E REVISED INSTALLATION OETNLS 06/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143' z 96" REINFORCED FLANGE INSTALLATION DETAILS DpAz : Ow0 00. F.A. 08-00503 14z NTS o`er 02/23/09 5M0LT7 OF 9 L $*WRT0 L0AfAS P.E. Ku v-=0FOR0 RD LEwrsvaLE. AIC 27= SIGNED: 06/2212017 0 p, TATE OF ,•= 0 F11` R10 NA `;\ Luis R. Lomas P.E. FL No.: 62514 1 1/2' MIN. CONCRETE/ SEPARATION MASONRY BY OTHERS 1' MIN. EDGE DISTANCE EXTERIOR 3/16" TAPCON —\ MASONRY/ CONCRETE BY OTHERS INTERIOR 1 1/4' MIN. 1/4' MAX, EMBEDMENT SHIM SPACE 1" MIN. EDGE DISTANCE ° 3' . • MIN. SEPARATION ° 3/16' TAPCON SILL TO BE SET IN a A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 1 1/4' MIN. EMBEOME14T a• 2 7/8' MIN. 1' MIN, SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEWASONRYWSTALLATION INTERIOR EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 REASIONS ORcApw CATE APPROVC0 AOOEO CNARTS 03/06/12 R.L 1 1/4' MIN. 10/15/13 R.L. 4. EMBEDMENT R.L REVISED INSTALLATION OETAILS 06/05/15 R.L REVISED INSTALLATION DETAILS 06/22/17 R.L OPTIONAL 1X BUCK TO BE PROPERLY SECURED E NOTE 3 SHIM SPACE SHEET 1 3/16' TAPCON EXTERIOR 3/16" TAPCON —\ MASONRY/ CONCRETE BY OTHERS INTERIOR 1 1/4' MIN. 1/4' MAX, EMBEDMENT SHIM SPACE 1" MIN. EDGE DISTANCE ° 3' . • MIN. SEPARATION ° 3/16' TAPCON SILL TO BE SET IN a A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 1 1/4' MIN. EMBEOME14T a• 2 7/8' MIN. 1' MIN, SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEWASONRYWSTALLATION INTERIOR EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 REASIONS ORcApw CATE APPROVC0 AOOEO CNARTS 03/06/12 R.L REVLSEO PER NEW TESTING 10/15/13 R.L. ADOED FLANGE INSTALLATIONS 12/06/13 R.L REVISED INSTALLATION OETAILS 06/05/15 R.L REVISED INSTALLATION DETAILS 06/22/17 R.L J JAMB INSTALLATION DETAIL CONCRETEAHASONAY INSTALLATION NOTES: 1. INTERIOR AND EXTEAIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOWT SEALANT BYOrHERS TO 8E DESIGNED IN ACCORDANCE WITHASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96' REINFORCED FLANGE INSTALLATION DETAILS ow»c oAc No. F.A. 08-00503 s.ut NTS — 02/23/09 —8 OF 9 L ROOERTO LO+A<S P.E. 1412 WOOOADRO RD LEWISv4LE NC 27= 43448044 Mlmn Sv&*nx4w.=M S1GNE0: 0612212017 4 ,••*,\GEN$. --y /-. p_ TAT SE OF : c1url 00RLO:• A E 'ny/ A1}1 G\ Luis R. Lomas P.E. FL No.: 62514 1 5/8• MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP — 1 1/4' MIN. EMBEDMENT ALv OESCRIil10N OATC lX BUCK BY OTHERS, rL 1X BUCK TO BE PROPERLY SECURED 03/06/12 3/16' EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYiCONCRETE METAL STRUCTURE BY OTHERS TRIM —,, INTERIOR HOOK STRIP -- 1/2• MIN, EDGE DISTANCE 10 SELF DRILLING SCREW 1/2• MIN. PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8" MIN. EMBEDMENT HOOK STRIP 10 w000 SCREW EXTERIOR a --- PANEL INTERLOCK HOOK STRIP INSTALLATION 2X SUC 0VOOD FRAMING NOTES: 1. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA, 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED HOOK INSTALLATION DETAILS DOWN: OMC N0. r 08-00503 TTS — 02/23/09 9 OF 9 L ROBERTO LOWAS P.E. I47Y WOWFORO RO LEWISVILLE. NC 27M 43&608•0009 61 nnwccM SIGNED: 0612=017 5111R. tJO1Y'/ iv .GENs'9 lii AE OF = E /rjS,ONA1IE C` Luis R. Lomas P.E. FL No.: 62514 aLvwaa ALv OESCRIil10N OATC APPROVCG 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. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. 1/2• MIN, EDGE DISTANCE 10 SELF DRILLING SCREW 1/2• MIN. PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8" MIN. EMBEDMENT HOOK STRIP 10 w000 SCREW EXTERIOR a --- PANEL INTERLOCK HOOK STRIP INSTALLATION 2X SUC 0VOOD FRAMING NOTES: 1. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA, 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED HOOK INSTALLATION DETAILS DOWN: OMC N0. r 08-00503 TTS — 02/23/09 9 OF 9 L ROBERTO LOWAS P.E. I47Y WOWFORO RO LEWISVILLE. NC 27M 43&608•0009 61 nnwccM SIGNED: 0612=017 5111R. tJO1Y'/ iv .GENs'9 lii AE OF = E /rjS,ONA1IE C` Luis R. Lomas P.E. FL No.: 62514 A r• " Business & Professional Regulationi 0® SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats r! Facts I Publications I FSC Stall SCIS Site Map Links I search I s Ilil;i78Product Approval USER: Public Userdb 7 RTM n Product Approval Menu > Product or Aoolication Search > Aoolicatlon Us t > Application Detail FL * Application type Code Version Application Status Comments Archived F1.9174-1112 Revision 2017 Pending FBC Approval Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)475-6197 Mark_Garon@Overheaddoor.com Authorized Signature Mark Garon Mark_Garon@Overheaddoorcom 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/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Gordon Thomas the Evaluation Report Florida Ucense PE -46718 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey P. Arneson, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R12 COI Gordon Tomas COI 2017.PDF Referenced Standard and Year (of Standard) Standard DASMA-108 DASMA-115 Equivalence of Product Standards Certified By Sections from the Code Year 2012 2012 Florida Ucensed Professional Engineer or Architect FL9174 R12 Eouiv WD2017-OO1112 Evaluation Report - FL 9174.PDF Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 01/02/2018 Date Pending FBC Approval 01/02/2018 Summary of Products FL # I Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0228-318958-P8 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned.odf Impact Resistant: Yes FL9174 R12 II 324620 P16 Jamb Connection Sumo sinned.Ddf Design Pressure: +26.90/-30.80 Verified By: Gordon Thomas FLORIDA PE 46718 Other: Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Reoort FL 9174.PDF designed as partially enclosed or door is a replacement Created by Independent Third Party: Yes Created by Independent Third Party: Yesdoor. 9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0229-318959-P9 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Supplement Chart signed.odf Impact Resistant: No FL9174 R12 It 324620 P16 Jamb Connection SUDD slaned.odf Design Pressure, +15.30/-17.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes, bome debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.3 5120 / 6100 / 9100 #0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 lI 0230-318960-P10 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.odf Impact Resistant: Yes FL9174 R12 11 324620 P16 Jamb Connection Supp sianed.mdf Design Pressure: +25.90/-28.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.4 5120 / 6100 / 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0231-318996-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.Ddf FL9174 R12 II 324620 P16 Jamb Connection Supp sianed.odfImpactResistant: Yes Design Pressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.5 15120 / 6100 / 9100 #0234 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.20/-49.60 Other: 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Installation Instructions FL9174 R12 11 0234-319022-P6 S.Ddf FL9174 R12 II 307494 P11 Track Supplement Chart sioned.Ddf FL9174 R12 I1 324620 P16 Jamb Connection SUDD sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.6 15120 / 6100 / 9100 #0235 116' Max width. 8' Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0235-319023-P7 S.Ddf Aipproved for use outside HVHZ: Yes FL9174 R12 11-807494 Pll Track Supplement Chart signed. -df Impact Resistant: Yes FL9174 R12 11 319040 PI Post Istall Instructions signed.pdf Design Pressure: +39.20/-43.70 FL9174 R12 II 324620 P16 lamb Connection SURD signed.odf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 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 II 0232-318999-P6 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 fI 307494 P11 Track Supplement Chart sioned.Ddf FL9174 R12 1I 324620 P16 Jamb Connection Supp signed.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +12.40/-13.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.8 5120/ 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 1I 0233-319000-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Suoplement Chart sianed.odf Impact Resistant: No FL9174 R12 II 324620 P16 Jamb Connection SURD sianed.Ddf Design Pressure: +18.50/-20.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-OO1R2 Evaluation Reoort - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0236-319024-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Suoolement Chart slaned.pdf Impact Resistant: Yes FL9174 R12 II 319040 PI Post Istall Instructions sianed.odf Design Pressure: +30.00/-33.50 FL9174 1112 I[ 324620 P16 Jamb Connection SURD sioned.pdf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 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 11 0237-319025-P7 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.Ddf Impact Resistant: Yes FL9174 R12 11 319040 P1 Post Istall Instructions signed.pdf Design Pressure: +39.20/-43.70 FL9174 R12 1I 324620 P16 Jamb Connection Supp signed.pdf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OOIRZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.11 15120/5140/6100/9100/9400/9600 19' Max width. 10' Max height. Max section height 24". Glazing 0600 available In top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0600-319026-P5 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sianed.pdf Impact Resistant: No FL9174 R12 II 324620 P16 Jamb Connection Supo sianed.odf Design Pressure: +26.90/-30.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.12 15120/5140/6100/9100/9400/9600 19' 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.Ddf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +41.00/-46.30 Other: FL9174 R12 II 307494 P11 Track Supplement Chart slaned.odf FL9174 R12 II 324620 P16 Jamb Connection Supp sianed.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 0602 16' Max width. 10' Max height. Max section height 24". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0602-319028-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart sianed.odf Impact Resistant: No FL9174 R12 II 324620 P16 Jamb Connection Supo sianed.odf Design Pressure: +15.30/-17.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-OO1R2 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.14 15120/5140/6100/9100/9400/9600 116' Max width. 10' Max height. Max section height 24". Glazing 0603 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 lI 0603-319029-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.odf Impact Resistant: No FL9174 R12 II 324620 P16 lamb Connection SUDo sianed.odf Design Pressure: +23.00/-25.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.15 15120/5140/6100/9100/9400/9600 116' Max width. 8' Max height. Max section height 24" Glazing 0604 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL9174 R12 11 0604-319030-P6 S.odf FL9174 R12 lI 307494 Pll Track Suoolement Chart sianed.odf FL9174 R12 fI 319040 P1 Post Istall Instructions signed.odf FL9174 R12 11 324620 P16 Jamb Connection SUDo slaned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OOIRZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.16 15120/5140/6100/9100/9400/9600 118' Max width. 10' Max height. Max section height 24". Glazing 0605 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 lI 0605-319031-P5 S.odf Approved for use outside HVHZ: Yes FL9174 R12 H 307494 Pll Track Supplement Chart sianed.pdf Impact Resistant: No FL9174 R12 It 324620 P16 Jamb Connection SUDo signed.odf Design Pressure: +15.30/-17.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-OOIR2 Evaluation Report - FL 9174.PDF door. Created by independent Third Party: Yes 9174.17 15120/5140/6100/9100/9400/9600 118' Max width. 8' Max height. Max section height 24" Glazing 0606 available In top or Intermediate section. Limits of Use Approved for use Approved for use Impact Resistant Design Pressure: Other: Doors with borne debris region designed as partial)) door. In HVHZ: No outside HVHZ: Yes No 30.00/-33.50 glazing shall not be used in the wind - unless protected or unless structure I enclosed or door is a replacement Installation Instructions FL9174 R12 Ii 0606-319032-P7 S.Ddf FL9174 R12 II 307494 Pll Track Suoolement Chart sianed.odf FL9174 R12 lI 319040 PI Post Istall Instructions sianed.odf FL9174 R12 ii 324620 P16 Jamb Connection Suoo sinned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Reoort - FL 9174 -POE 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 II 0609-319035-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 ii 307494 P11 Track Suoolement Chart sianed.odf Impact Resistant: Yes FL9174 R12 11 319040 Pl Post Istall Instructions sianed.odf Design Pressure: +39.20/-43.70 FL9174 R12 II 324620 P16 Jamb Connection SUDo sioned.odf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 110608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0608-319034-P5 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pit Track Supolement Chart sianed.odf FL9174 R12 II 324620 P16 Jamb Connection SUDo sioned.odfImpactResistant: No Design Pressure: +18.50/-20.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Reoort - 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-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed.Ddf Impact Resistant: No FL9174 R12 II 324620 P16 lamb Connection SURD signed.odf Design Pressure: +25.90/-28.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. 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: D Credit Card Safe June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1) I 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 SOND. Ty 0. No. 46718 i STATE OF <(// 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 111. Evaluation A. Wind Load Design The following analysis is for 20 different door configurations. All of the configurations listed in FL 9174 were approved with a paper/poly material (69# Kraft with 1 Mil off white PE) per WD drawing 253209. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005. ANSI/DASMA 108-2002 is equivalent to ANSI/DASMA 108-2012 and ANSI/DASMA 115-2005 is equivalent to ANSI/DASMA 115-2012. The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. Table 1A — Doors under Evaluation FL 9174.1 FL 9174.2 FL 9174.3 FL 9174.4 FL 9174.5 Model# 9605 9605 9605 9605 9605 Door Size xH 9' x 8'-9" 16' x 8'-9" 16' x 8'-9" 16' x 8'-9" 9' x 8'-9" Design Pressure 26.90/ 30.80 psf 15.30/ 17.00 psf 25.90/ 28.80 psf 30.00/ 33.50 psf 43.201 49.60 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 318958-P8 318959-P9 318960-P10 318996-156 319022-136 Impact Rating Yes No Yes Yes Yes Table 1A — Doors under Evaluation Table 1 B — Doors under Evaluation ` `OWN ' 0 ' LtCENS No. 46718 STATEj OF A- 40RIDA 2 ' ; 10NA L ENG `• 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' 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 Ratin YesNo No Yes Yes Table 1 B — Doors under Evaluation ` `OWN ' 0 ' LtCENS No. 46718 STATEj OF A- 40RIDA 2 ' ; 10NA L ENG `• Table 1C — Doors under Evaluation GENSC- 9N FL 9174.11 FL 9174.12 FL 9174.13 FL 9174.14 FL 9174.15 Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 9' x 10' 9' x 10' 16' x 10' 16'x 10' 16'x 8' xH 18'x 10' 18' x 8' 18'x 8' 18'x 8'-9" 16' x 8'-9" Design 26.90/ 41.001 15.30/ 23.00/ 39.20/ Pressure 30.80 psf 46.30 psf 17.00 psf 25.00 psf 43.70 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Tvoe 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 No Yes No No Yes Ratin No No Yes No Q- Table 1C — Doors under Evaluation GENSC- 9N Table 1 D — Doors under Evaluation C. Conclusion Ztz31 7 UU1 1 Comparing the doors under evaluation against the Florida approved doors, I calculate that the doors and hardware under evaluation will be subjected to an equal or lower load and will perform equal or better than the approved doors. The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. 1 conclude that the construction shown comply with the structural requirements of the 51" Edition 2014) and 6'h Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1)1 have no financial interest in Overhead Door Corporation; (2)1 am an independent licensed Professional Engineer in the State of Florida and; (3)1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4). F.A.C. 3 No. 46718 FL 9174.18 FL 9174.19 111; 0 ' TATE OF 4/\ Table 1 D — Doors under Evaluation C. Conclusion Ztz31 7 UU1 1 Comparing the doors under evaluation against the Florida approved doors, I calculate that the doors and hardware under evaluation will be subjected to an equal or lower load and will perform equal or better than the approved doors. The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. 1 conclude that the construction shown comply with the structural requirements of the 51" Edition 2014) and 6'h Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1)1 have no financial interest in Overhead Door Corporation; (2)1 am an independent licensed Professional Engineer in the State of Florida and; (3)1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4). F.A.C. 3 FL 9174.16 FL 9174.17 FL 9174.18 FL 9174.19 FL 9174. 0., Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 18'x 10' 18' x 8' 18'x 8' 18'x 8'-9" 16' x 8'-9" xH Design 15.30/ 30.00/ 39.20/ 18.50/ 25.90/ Pressure 17.00 psf 33.50 psf 43.70 psf 20.70 psf 28.80 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319031-P5 319032-P7 319035-P6 319034-P5 319033-P6 Impact No No Yes No No Rating Table 1 D — Doors under Evaluation C. Conclusion Ztz31 7 UU1 1 Comparing the doors under evaluation against the Florida approved doors, I calculate that the doors and hardware under evaluation will be subjected to an equal or lower load and will perform equal or better than the approved doors. The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. 1 conclude that the construction shown comply with the structural requirements of the 51" Edition 2014) and 6'h Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1)1 have no financial interest in Overhead Door Corporation; (2)1 am an independent licensed Professional Engineer in the State of Florida and; (3)1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4). F.A.C. 3 June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1 (my business) Is not owned, operated or controlled by any company manufacturing or distributing these products. 3) 1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 1. NON -IMPACT RESISTANT GLAZING OPTION - A90• ACMIMW SSB GLAZING IN MOWED FRAMES SCl Em 13 W NOW ANGLE- TOGETHER -IN A M114NM OF (I) 15.1• SUIE75 TAPE INSTALLED IN TOP OR 1MERIJEOATE SECTION (WEEK OR r-0 r -o• C= WITHOUT DECORATE INSERTS) MEETS UNIFORM STATIC 13 GA FLM ANHA(• DESIGN PRESSURES SHM ON IMS ORAWENC. Q Amo 5'-w SMALL HAVE A MNmILM HEIGHT W 13.75• AND A FAT MAtlMVM LENGTH OF ILYS•. GAZING O NOT IMPACT 16 CA MIN KO W - RESISTANT AND DOES NOT MEET THE REaRRDWMTS FOR TRACK TMMO-Oa01E OEOWS RECKM& 5/le.l-5/B 2. OMACT RESIITANT CLAZIINO OPTION - IMPACT LAO SCRE1a5 RESISTANT GIAZWG SYSTEM MAY 0E NSTAlLEO N IOP 14N3 AS OR INTERMEDIATE SLY TION (VA Olt UTNOIT DECORATIVE SHOWN) INSERTS CLA7NG SMALL DE I/1' MMROLDN-AR ID W YIN VERT. PCL TE OR EQUAL GLAZING SMALL HAVE A TRACK UAXII MM HEIGHT Or IS21' AND A MAIGINLRN UJIGTH Of 54W . C.AZIUG 5 OVAcr RESISTANT AND DOESPEST ME REQUIREMENTS FOR VJ D-OOW2 GEMMS REGIONS. 311E1 1 59 MO' EE OErAL E ON SHEET 2 FOR ASSEMBLY DETALS. SIGNOR AT EACH 6LAns SECTION REQUIRES REINFORCEMENT BRACKETS JAMB IRACKET ATTACHED TO U -OAR ON ZIPPER INTEGRAL WB (SEE OCfA0. 0 FEFf 215 CA J-SIRIII SCREOED TO LOP" 1/4-20.9/10' TRACK' VITCCNAL RIO or DON AND OPCRA7OR STILE TO DE OMT AND -ZD MEA FACTORY INSTALLED INSTALLER SMALL FELE INSTALL (1) INT AT EAH21 JB JAMB M/. -1..7/B' SELF DRILLING CROIPTITE SCREW TO ATTACH BRACKET LOCATION TWEE lSTRUr TO INE OIIEORAL ITS AND OPERATOR S1111E AT ME CEHTERUNE OF DEC DOOR PER DETAIL f ON FEET 2. 1 VINYL OR W000 DOOR STOP NAMED AUA OF e' D.C. MUST OLEMAP TOP AND EDM ENDS Or PANELS MINIMUM 7/10• TO MEET KEOATIVE PRESS S. 1, KEY LOC(, AIDE LOCO, OR OPERATOR REOIIIRED. IS OA S7IFFEIEP S SECTION FULL BE CONSTRICTED TUM FOAMED IN JAMB BRACKETS PLACE POLWRETHANE FOAM INSULATION CEMOUl1Y SEE SCKE.OULE FOR WHOTD TO 30 CA 14HU M FACER STEEL AID A CUAMrV. LOCATION. I'mNLANINATE BACKER OR 32 CA STEEL BACKER. ENO AND TYPC MVM 1.1• DEPTH. CAP To NAGE A MUM 0. THE DESIGN OF THE SUPPORTING STRUCTURAL HEY I= OR SLOE LOCO ELEMENTS SMALL BE THE RESPONSIBILITY OF THE BOTH ENDS (NOT PROFESSIONAL OF RECORD FDR IME BUILDING OR R00URED WETH OPERATOR STRUCTURE AND IN ACCORDANCE WETH CURRENT BUILDING SEE NOTE . AIDE OBOES FOR THE LOADS LISTED ON MS DIMING LOCK SNOWN FOR 7. ODOR ARMS TO BE IMMWM ta5 STWUCPJM GRADE CLARITY LUMBER. PETER TO JAW CONNECTION SUPPLEMENT FOR BALE: cN XCRON saw ATTACNMEIT TO SUPPORTM STRUCTURE DOOR SH .SEE sNEEr 2 FOR U -OAR LOCATIONS L LOUVER OPTION - .010• YOWUM LOUVERS N MOLDED ON ODORS WETH OMEN FRAMES SOO" TOYMER WTH A MQN1U4 OF (0) SECTION QUANTITIES AID 2 SCJtM INSTALLED N THE BOTTOM SECTION, SEE NOTES I AND 2 ON GLAZINGTHISSKEETFOROpummLOUVERSARENOTIMPACTRESISIAMANO00NOTMEET PRESSURE IONEI ODDRT I UNIFORM LOAD EACH JAMB 0%n I RIIII I fill,, j Ko No. 77945 G MOUNTsUNT M V ICAO IwIIOWT3aN. FL Rr9.saa AE .1Naw PMFCD9OW OIm1EOR`J III PIIOMI) *My FDA 401101CATIM O INCUMO OO'1EIIOICI IN WVAY. NOTE of SHEET IN INSTALLATION W 010 CAP RENSIONS P. CHANGES TO M04AL DPa' IORYAT AND CHANGEDEU -5M fASIENER TYPO AT ENO CAPS ANO BOTTOM RETAINER CHANCED CENTER 111IN/0E AHD AD= CHANGED STINT IDENTIFICATION METHOD FROM COLORED PANT TO STAMPED NUMSEFL ORT 3/8/00 PS ADDED SUPERIMPOSED DESIGN PRESSURE LOADS ON SIJPPORTNO STRUCTURE AND CWWIED wueER or FASTENERS AND CENTER MINCES RVOM0 FOR NAAROSIM DOOR AO7Mi NIIB 5/ID/p0 PI 40EO IMPACT RESISTANCE t0 00011. ADOEO MODEL 0100. YOB0E0 NOTE S TO STATE THAT LOULERS NOT IMPACT RESISTANT. CRr 0/8/07 7 MOOTED JAMB BRIOPT SCHEOLLE FOR FAf OPTI IM. ADOCD UN J TRACK OETAL Er 2 7 GIT+ f/17/00 AD IMPACT RESISTANT GLAZING ADDEDED TEXASTKAS LICENSE MN0ER r0 TITIE BLOCK I N WHLOYNOTE INCREASED MINK 11EC1T ID 6`-9'. AWED MCI I 1 UFT AID ROOF PrtdlMAC( NOTE GRT 7/12/05 P5 UPDATED TITLE BLOCK CRE 0/25/10 r 1 ADOFD $605. AND MIJE` (S) CENTER WOES PER JK11M BACKER NOTES R90UHM ON DOOR ICTUS CACATER MAN ESC 5/23/2017 1Y-0•. (3) CENTER !NOES PER JOINT REQUIRED ON DOOR VADDIS LESS THAN CII EQUAL to Ir -w. FOLLOVING OMESION DENOTES SLOTTED JAYS BRACKET ATTACKED TO TRACK TUM 1/4-204/10' TRACK BOLT AND NIR. FOLLOWING CIMMON DENOTES DUCK INSTALL IAMB BRACKET NSTALLCU IN IKITU iLY AOL NO ADDITIONAL HARDWARE NQOEO TO ATTACK TO DUCK. DOORS IMM NIGH LIFT. ROOF PITCH, NO/OR GREATER THAN C IN HEIGHT REWIRE VSE OF CONTMUOUS WALL ANGEL SEE SUPPLO/ENT TRUCK CURT FOR OCTAL& Wayne STATIC PRESSURE RATINGS APPROVED SIZES SC OESION PSF : +2580%20.50 IMAX WORN: t6'-0' W ®Dalton TEST (PSFk +30.55 -13.20 YANK HEIGHT: 6•-9' GARAGE DOORS IMPACT/CYCIJC RATED (YES/NO): YES MAX SEC TION HEHi1T. 21'ICH MODELS 5120/9100/9605 CMSIOV OF OICRWEAD DO= rvmAAcmA na6m1eL 3325(. WINOLOAD SPECIFICATION OPTION CODE 0230 eso .7.—no SHEET 1 OF 2 ORAPoNO PART NO, I REV. 318960 _P 0 JAMB BRACKET SCHEDULE HEIGHT SEC IMS T' EACH JAYS TAPE OF JAMV 6aACE15 MEAS11RE0 TROY BOTTOM OF TRACK (ALL DIMENSIONS a 27 r-0 r -o• C= 1 0 4 e S 6 0 FAT O JB 1 a 25-1 05 JB 45-1/4'O. N• JB JO . 10' JB ZI-3 / JB . TO -3 1 JB 12 JB e7-1 1 JB Jo 1 a JB N .B 47-1/4- O . SC A 07 41). 73ASI 5'-w 5 B FAT JB Io Ja 21-3/4' OR. 29-3/4'JB Ie M 37-1/4' JB 66 A 7>-1 JB 0-0• CN Mur ATC/ SEE ROTE BELOW FOLLOVING OMESION DENOTES SLOTTED JAYS BRACKET ATTACKED TO TRACK TUM 1/4-204/10' TRACK BOLT AND NIR. FOLLOWING CIMMON DENOTES DUCK INSTALL IAMB BRACKET NSTALLCU IN IKITU iLY AOL NO ADDITIONAL HARDWARE NQOEO TO ATTACK TO DUCK. DOORS IMM NIGH LIFT. ROOF PITCH, NO/OR GREATER THAN C IN HEIGHT REWIRE VSE OF CONTMUOUS WALL ANGEL SEE SUPPLO/ENT TRUCK CURT FOR OCTAL& Wayne STATIC PRESSURE RATINGS APPROVED SIZES SC OESION PSF : +2580%20.50 IMAX WORN: t6'-0' W ®Dalton TEST (PSFk +30.55 -13.20 YANK HEIGHT: 6•-9' GARAGE DOORS IMPACT/CYCIJC RATED (YES/NO): YES MAX SEC TION HEHi1T. 21'ICH MODELS 5120/9100/9605 CMSIOV OF OICRWEAD DO= rvmAAcmA na6m1eL 3325(. WINOLOAD SPECIFICATION OPTION CODE 0230 eso .7.—no SHEET 1 OF 2 ORAPoNO PART NO, I REV. 318960 _P 0 I i I I I 13 CA ADJUSTABLE TCR MACE u -BM OVER OTEGRAL IBB 13 GA ADAISTAM FIXTURE ATTACHED TO MM TM ( P/0.-wNOIED TOP fuawm PRE-PNHCHED MOLES HAIo tt TMNDDUFENo UPWARDINBOTTOMq' V -BM Pon+ (:) 1/-1443/6' EACH ENO WTH (1) 1/-1.J/e• / a nh MEMS SELF oROLWO P . C SCIIEWS 1 FOR STANDARD TRACH AND (3) e 1/x-14:7/0' SELF DRS1DfC NTE SCREWS FOR LAO uHEADROOMTRACK (1 K TMCJI ME USED 10 Att T0. iCH DETAIL A BRACKET AS 9aW Hb IOW HEADROOM TRACK DETAIL A 13 CA ROLLER SLOE ATTACHED 70 USED ONLY ON IMPACT PRE -PUNCHED HOLES W TOP Of U -BAR CE U -BAR OVER OMORAL RIB WITH 4TAZED SECTION - 11 WTI E3) ,l-IIk3/6' C1mP1TU SCRIMS. NNE (6) PRE-PLIOC IED NOTES EACH ED CA RONFCLCENENT USE 0 HOLE IN SHOE TO CHSIXE FACNO UPWARD AND ATTACK T1RU ENO BRACKET ATTACHED PROM ALIGNMENT of TOILERS CAP AT EACH EID WiM (3) 1 107/O' MTN (a) 1/+-14.7/6' IS CA W1/CE SELF OlQU.IMO SMF ATTACHED / U -SAA PLACED OVER TOP w PTTE SSOIEY6 (2 1 MTM (y I/4-143/6' AB oM T0. BOTTOM SECTION SHAT ONLY THROUGH BOTH CRIIPTME SCIEM6 (2 OF BE ATTMriFA THOU END CAP AT EACH BRACKET AND U -BAR) WHICH ME FACTORY FED VAT" 1 1 +-1147 SELF ORILLING Y I CRIYPTIIE S(NEO LOGIED OM THE DETAIL G 12 OA BOTTOM BRACKET tl4IL 011E TO CLEARANCES ACQUIRED TO 3' NKON STORNCARD INSTALL SCREWS AT THE ENDS OF THE ROLLER MTM o. V -BARS. ALL U -BMS SMALL OE 4-1/2' STEN WSTALLEO W SECTIONS MOR TO B INSTAWNO ROLLER SLIDES AND TOPQFTAILF=AE ON THE V -BAILS. SEE MR IIPACT RESISTANCE, ATTACHUEKT NOTES OI THIS SKBIT. BOTTOM BRACKET MUST BE BAR 16 CA MINCE ATTACHED INTEGRAL RIB ANOATTACH WTM (6)1/+-2016/6' r MLN (2) 1/h10Nd/6 COUP= Sotm (2 of O6 MPTITE SCRIMS TMRO ' MCH ARE FACTORY PRE -PUNCHED MMES AT ATTACHED, 3 OF v1aCH EACH INWIMEDIAIE MINCE ' ME FIELD INSTALLED INTO LOCAIOH (1 TOLL FLAPICE TOP LEAF. AND 1 OF OF U -BM ANO BOROY MUCH IS FIELD INSTALLED MIKE LEW AID 1 TH U TMWI RIE-PUMC W MOLE WTO OF U-80 AND IN U- DETAIL INTEGRAL M OF SECTION) C 12 OA BOTTOM BRACKET PS ADDED SU FACTORY ATTACHED 'MTM ' a PLACEEUSM OWEN NIECRAL AO wTMSIA - BTEI.. s/6• SOREM4 MOM OOMH TO *ZAA BOTTOM BRACKET APD ATTACH IMO ENO CAP 3) SEVAT"(C)TION DOORS AT CALK OD WTM ((I) 1/hI4J SELF ORRUING FRON MTE SCIEIY MR IIPACT RESISTANCE, SHOWN AND USE (I) 1/4-11q/B' SfliTHE BOTTOM BRACKET MUST BE DRILLING COMPOTE SCREW ACROSS BOTTOM OF THE BOTTOM U6-9AR ATSORMEOTDTHEBOTTOM U -BM WTM EACH RIE-PUN04SO KOLE AT EVERY 2) 1 4-11[7/8• SELF DETAIL D MINCE LOrATIOML USE (I) 1/4-204/0' C Gell TWE SCAEMS SEE IMPACT BOTTOM BRACKET CRIMPTITE SCREW AT ALL OTHER PRE -PUNCHED HOLE LOCATIONS OCTAL THIS SHEET. ADDED MODEL Of NO. 77945 K 0, •. STATE OF • •!(/ F' •. eZOWOc.....? rS10NAL L0%o11111111=, M 1 INPiMA9L 0 1H7urmeRMDINIUX?0 HPE HMWttPEnPu4-a Nc nTaR FAacssom D1mos" aA Farm MY FSR W M WATON O MYOLW mdW=Kl I IET.ILIL YW STAINLESS EDTA STAINLESS BACKED RUBBER WASHERS / fid' D.C. MAX uLTRA / SSCIOOOAC smucyURAILSEMANT OR I EQUIVALENT FAUX STEEL Moo STRUCA OECORABYE INNER WINDOW IRIY DETAIL E 1) 1/4-TSA//6' SELF OWWNO CIUMPTITE SCHEY AT CENTER LIE OF DOOR TOLL J-31RUT t OPERATOR BRACKET. KOM J -STRUT t SCREW 04Y REOUREO ON IMPACT OLA:ED SECTOM% SEE NOTE ATTACH BOTTOM BUCKET TO BOTTOM U -BAR MTM W 1/4-14.7/67 SELF DRILLING CLT 3/6/06 1. ALL U -BARS SMALL 6E PLACED OVER INTEGRAL ROS AND ATTACHED T7RU PRE -PUNCHED HOLES BOTH (3) 1/4-14.6/IT• C IMPOTE SLEW$ AT EACH INIERNEDUTE MINCE LOCATION. (2) 1/+-11.7/6• SELF DRUM CRIMPITE SCEAS AT EACH ENO CAP (FJKCEPT BOTH U-SARS CH BOTTOM SECTION - SEE DETAIL B AM 0 TM SKEET). (1) 1/4-14.6/6. OMPTITE SCREWS APPROXIMATELY YDWUY BETMECH END Of DOOR AND INTERMEDIATE H ICE LOCATION. AFD (1) 1/4-11.6/6• OOYPTITE SCNLV APPROXIMATELY O• FID11 EACH END, FOR DOOR WIDTHS ORCAIFR THAN IT -0. THERE SHALL BE A TOTAL OF (2O) SCREWS ATTACHING EACH U -BAR EXCEPT BOTH U -SMS ON BOTIDW SECTION SHALL HAVE A TOTAL OF (16) SLWEMS EACH. FOR DOOR MOILS LESS THAN OR EQUAL TO TETE SIAL BE A TOTAL OF (16) SCREWS ATTAOMC EACH U -BAR EXCEPT WIN u -DAUBS ON 80ROL SECTION STRUCTURAL OECORATv£ SHALL NAVE A TOTAL OF (14) SO1E1S EACH. I WINDOW TIMI 2. WTM THE CownON or THE (6) PRE -PUNCHED HOLES IN THE TOP OF EACH EEO USED FOR ATTACHMENT OF THE ROLLER POLYCARBONATE SLIDES AD THE 6) PRE-PUHCKED HOLES IN THE BOTTOM OF EAC14 CD USED FOR TME ATTACHMENT OF THE TOP FOTURE AND UPDESS NOTED OTHERWISE ON THIS S'EC "TON ORAWWQ. ALL RIE-MUNCEO MOM IN ALL U-SARS 94ALL BE ATTACHED TO THE om WTI( 1/+-146/6' CRFOMIE SCREWS 1 10 CA U -8A11 SMALL BE STAMPED '46' APPROXIMATELY 6' FROM EACH END, Wayne Dalton. GARAGE DOORS DIVISION OF OVER EAD 0001 00 AS 6/6/07 WOOIFED HALO CHIT SCHEDULE FOR OFTW. AODM LMR ICK DETAIL SWEET L f 4/17/08 EO TEXAS LICENSE 18E11 TO TTIE BL01 AGED LOUVER NOT BIASED MAX HOCK 0'-6•. ADM HIGH AND ROOF RTC/ CK NOTE. 7/32/06 UPDATED TITLE 0U 6/36/10 OR31516 IED HMOS AND XER NOTES 5/23/3017 MODELS 5120/9100/9605 1 SHEET 2 OF 2 DRAWING PART N0. REV. WINOLOAD SPECIFICATION OPTION CODE 0230 318960 P10 PS ADDED SU DESCH PRESS ON SUPPORT# STRUCTURE A 3) SEVAT"(C)TION DOORS QARRED HW FASTENERS A W NIN4iS REM BO M6UBU-BARS oc LOCATED OVER INTEORAI RIBS AS MRS S//i0/06 pBO M ADM BO RESL5TA+CE 1 SECTION ODORS ADDED MODEL 1 (S) 3'. 16 CA MODIFIED HOT. 1. ALL U -BARS SMALL 6E PLACED OVER INTEGRAL ROS AND ATTACHED T7RU PRE -PUNCHED HOLES BOTH (3) 1/4-14.6/IT• C IMPOTE SLEW$ AT EACH INIERNEDUTE MINCE LOCATION. (2) 1/+-11.7/6• SELF DRUM CRIMPITE SCEAS AT EACH ENO CAP (FJKCEPT BOTH U-SARS CH BOTTOM SECTION - SEE DETAIL B AM 0 TM SKEET). (1) 1/4-14.6/6. OMPTITE SCREWS APPROXIMATELY YDWUY BETMECH END Of DOOR AND INTERMEDIATE H ICE LOCATION. AFD (1) 1/4-11.6/6• OOYPTITE SCNLV APPROXIMATELY O• FID11 EACH END, FOR DOOR WIDTHS ORCAIFR THAN IT -0. THERE SHALL BE A TOTAL OF (2O) SCREWS ATTACHING EACH U -BAR EXCEPT BOTH U -SMS ON BOTIDW SECTION SHALL HAVE A TOTAL OF (16) SLWEMS EACH. FOR DOOR MOILS LESS THAN OR EQUAL TO TETE SIAL BE A TOTAL OF (16) SCREWS ATTAOMC EACH U -BAR EXCEPT WIN u -DAUBS ON 80ROL SECTION STRUCTURAL OECORATv£ SHALL NAVE A TOTAL OF (14) SO1E1S EACH. I WINDOW TIMI 2. WTM THE CownON or THE (6) PRE -PUNCHED HOLES IN THE TOP OF EACH EEO USED FOR ATTACHMENT OF THE ROLLER POLYCARBONATE SLIDES AD THE 6) PRE-PUHCKED HOLES IN THE BOTTOM OF EAC14 CD USED FOR TME ATTACHMENT OF THE TOP FOTURE AND UPDESS NOTED OTHERWISE ON THIS S'EC "TON ORAWWQ. ALL RIE-MUNCEO MOM IN ALL U-SARS 94ALL BE ATTACHED TO THE om WTI( 1/+-146/6' CRFOMIE SCREWS 1 10 CA U -8A11 SMALL BE STAMPED '46' APPROXIMATELY 6' FROM EACH END, Wayne Dalton. GARAGE DOORS DIVISION OF OVER EAD 0001 00 AS 6/6/07 WOOIFED HALO CHIT SCHEDULE FOR OFTW. AODM LMR ICK DETAIL SWEET L f 4/17/08 EO TEXAS LICENSE 18E11 TO TTIE BL01 AGED LOUVER NOT BIASED MAX HOCK 0'-6•. ADM HIGH AND ROOF RTC/ CK NOTE. 7/32/06 UPDATED TITLE 0U 6/36/10 OR31516 IED HMOS AND XER NOTES 5/23/3017 MODELS 5120/9100/9605 1 SHEET 2 OF 2 DRAWING PART N0. REV. WINOLOAD SPECIFICATION OPTION CODE 0230 318960 P10 8 PLICE PLATE LOCATION o SEE SCHEDULE 14" MAX T- I 12" MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. OWAM 4 KGWM. PC Uri oaftm ROAD 160 MOUNT lOE OIUO rL PC 77043 TV Pc 1179" PIWESSONAL 0101K0'.R'S SELL PROVDOT ONLY FOR VIRW CATION Or WOLOA0 005TM=0N OETAAS CLIP DETAIL CUP LOCATIONS SEE SCHEDULE TRACK 13 GA MIN CONTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/4" X 7/16 SEMI TUBULAR RIVITS—f 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE tttllllf/I/// o NE e/v ! o'Q,y'% 75 =s . No, 0 ' * *= OAF SrATE OF '4 40RIDA , A lv NAL Er1G• 1 l Illtt t 1' 0211RIJIgLemol FRACK 3) 1/4"-20 TRACK JR CARRIAGE BOLT MTH 1/4"-20 NUT TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT 11 GA MIN CLIP SEE SCHEDULE 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK DESIGN PRESSURE CHART MAX ORiWIDT MAX PSF 9'-0" 46.0 PSF/-52.0 PSF 16'-0" 46.0 PSF/-52.0 PSF 18'-0" 46.0 PSF/-52.0 PSF TRACK SUPPLEMENT CHART INDyneo n. A0f0®ORa 3395 ADDISON DRIVE ENSACOLA. FLORIDA 32514 REVISIONS P2 2 INCH TRACK -CUPS -TEXAS WALL ANGLE 12 FOOT UPDATED Bpi 6/11/03 P3 UPDATED FORMAT. CREASED ALLOWABLE PRESSURES TO 46.00%5200 PSF FOR ALL DOOR WIOTNS LUNGED 'TEXAS WALL ANGLE' TO 'CONTINUOUS WALL ANGLE% ADDED SUBSTRATE MOUNTING DETAIL, CHANGED TO 71TEN HO ANCHORS GRT 4/2/07 P4 CHANGED FORMAT. ADDED YODELS 9600 0 6024 WITH OVERLAY TO TRACK CUP SCHEDULE. GRT 5/21/07 UPDATED MODELS LISTED IN CHARTS, UPDATED SPLICE A CUP SCHEDULES. DLP 9/06/07 P6 UPDATE MOUNTING DETAIL DRAWINGS GRT 10/15/07 P7 UPDATED CHARTS TO ELIMINATE THE USE OF THE f6 CLIP (REPLACED wim #9 ACROSS THE BOARD). OLP 10/24/07 04/11/De WANDER 1-1/2' TO 6' DOOR THICKNESS RT UP TO 14' NIGH. 12/71/06 UPDATED TITLE K 6/2/10 UPDATED TITLE 7C. REMOVED CHART, 11/15/13 UPDATED TITLE X. 5/15/17 SHEET 1 OF 2 ORAVANG PART 040. 1 REV, 307494 Pil 2 3/4" i1" EDGE DIST E60XX MIN. III 2-2, 1/8 V 2-24 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) 1/4-200/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDINI 4••• 14 • CONCRETE MOUNTING DETAIL OWAYAf 4 Ka11091'PC 4570 COUNTY ROAD 110 L10UNT HOPE. am R PE 779.3 T% rt 117810 PROFMONAL ENON=•S SEAL PROVIDED ONLY fOR VOhnCAT10N OI WROLOAO CONSMUCTION DETAILS 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 P NE •1 kph'%,, Qv y 10ENs • No. 77945 gyp '• ; STATE OF GSiF pNAL tN`\\. 1II,,,, Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART P" 85°) 474-9890 3231 CI -CLIPS -TEXAS L ANGLE 12 FOOT IATED 6/11/03 UPDATED FORMAT. 1EASED ALLOWABLE SSURES TO 1.00/-SL00 PSF FOR DOOR V40THS WGED 'TEXAS WALL LE* TO 'CONTINUOUS L ANGLE. ADDED ISTRATE MOUNTINO AIL. CHANGED TO 0 MO ANCHORS 4/2/07 CHANGED FORMAT. IED MODELS 0800 1 6024 WITH OVERLAY TRACK CLIP IEOULE. 6/21/07 UPDATED MODELS IED IN CHARTS PATE° SPLICE & CUP IEDULES. 9/06/07 UPDATE MOUNTING AIL ORAWINCS, 10/05/07 UPDATED CHARTS TO UNATE THE USE OF 1 `% LAGOS THE ° 04/11/06 xPANDEO 1-1/2' TO f8' DOOR TMICWESS IT UP TO 14• MICH. 12/11/08 ADDED MODEL 6700. LTEO TITLE BLOC% 8/2/10 UPDATED TITLE K. REMOVED CHART. 11/15/13 UPDATED TITLE x 6/15/17 SHEET 2 OF 2 DRAWING PART N0. I REV. 307494 P11 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 CLI 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) 1/4-200/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDINI 4••• 14 • CONCRETE MOUNTING DETAIL OWAYAf 4 Ka11091'PC 4570 COUNTY ROAD 110 L10UNT HOPE. am R PE 779.3 T% rt 117810 PROFMONAL ENON=•S SEAL PROVIDED ONLY fOR VOhnCAT10N OI WROLOAO CONSMUCTION DETAILS 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 P NE •1 kph'%,, Qv y 10ENs • No. 77945 gyp '• ; STATE OF GSiF pNAL tN`\\. 1II,,,, Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART P" 85°) 474-9890 3231 CI -CLIPS -TEXAS L ANGLE 12 FOOT IATED 6/11/03 UPDATED FORMAT. 1EASED ALLOWABLE SSURES TO 1.00/-SL00 PSF FOR DOOR V40THS WGED 'TEXAS WALL LE* TO 'CONTINUOUS L ANGLE. ADDED ISTRATE MOUNTINO AIL. CHANGED TO 0 MO ANCHORS 4/2/07 CHANGED FORMAT. IED MODELS 0800 1 6024 WITH OVERLAY TRACK CLIP IEOULE. 6/21/07 UPDATED MODELS IED IN CHARTS PATE° SPLICE & CUP IEDULES. 9/06/07 UPDATE MOUNTING AIL ORAWINCS, 10/05/07 UPDATED CHARTS TO UNATE THE USE OF 1 `% LAGOS THE ° 04/11/06 xPANDEO 1-1/2' TO f8' DOOR TMICWESS IT UP TO 14• MICH. 12/11/08 ADDED MODEL 6700. LTEO TITLE BLOC% 8/2/10 UPDATED TITLE K. REMOVED CHART. 11/15/13 UPDATED TITLE x 6/15/17 SHEET 2 OF 2 DRAWING PART N0. I REV. 307494 P11 Wayne Dalton. 3395 ADDISON DRIVE PENSAOOIA. FLORIOA 32514 850) 474-9890 1E J Kp xCEIVipSFi// No. 77945 S 0 ' STATE OF • s.• 'o<ORIOP .•'G iS, 01NAL v 8 41NIMUY h8 i /7.Y/J SOUTHERN POJE OWAtt4 A KORUM. PC 4M COUNTY ROAD 140 MNT HOPC OHIO R PCOU77!47 rX PE 117WO PRO/F39ONAL EN NEM SEAL PROVIDED ONLY FOR VWWATUON OF IRNOLOAO 0O1SIRYCDON OCIAILL 8' MA MA SF s' uAI SEE DETAILS 1. 2. AND 3 REQUIRED FOR VERTICAL POST REINFORCING SYSTEMA IDOOR 1WOTH LOQ( 2-3/4' J 2) 3/8• SIMPSON THEN NO SCREW ANCHOR WIN A 1 1/4- WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4• AND A MINIMUM EDGE DISTANCE OF 2-3/4'. DEIAP I MINIMUM 7500 Py_ LYMIrJN'TC NOTE: YA70{IUY DESIGN LOAD CAPACITY OF 2083 LBS MINIMUM 2x0 p ra. HEADER I= 4' J 4) 3/B' SINPSON TITER NO SCREW ANCHOR WITH A 1-1/4• WASFER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 4. QET MINIMUM 1000 P51_= CRdR FIIIRI (7N 1 N07F, MAXIMUM DESIGN LOAD CAPACITY OF 2400 LBS. MINIMUM 2.B /} Q HEADER LOCK SOUTHERN PlldE BRACKET LUMBER. a• s• 1-1/2' 1—ICY 4) 3/B' DIA. LAG SCREWS WITH 1-1 4. OA. WASHERS. LAC SHALL NAVE A MINIMUM PENETRATION OF 1-9/32- INTO THE MAIN SUPPORT MEMBER DETAIL3 CAPACITY OF 2430 LBS AWV SHEET 1 OF 2 1rurnern REVISIONS P17 UPDATED ITTLE BLOCK ESC 0/13/17 NAME JAMB CONNECTIONCONNECTION SUPPLEMENT DRANTNG PART No. N0. REV. 324620 P16 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 IIRAYNE 4 K0MP1. PC 379 COUNTY ROAD 190 MOUIO' HOPE. ow R PE 7793 TX FE 117996 PROFESSDNAL OMrM- -3 SEAL PROY®m OKY FOR YDOOGTION OF VN[WAD OOHSTRUCT1011 CETALS MIN 2500 P9 CONCRETEALLOWABLE FASTE LOAD MAO MAYY EXCEED THE DESIGN LOAD OF THE STRUCTURE DESIGN 23 4' OF SUPPORTINC STRUCTURE SHALL MON ECCE OIS BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECO FOR THE STRUCTURE , d 3/6' SIMPSON TITEN HD. 2-3/4• MIN EMBED. MIN 6' BETMEEN JAMB BRACKET LOCATION JAMB BRACKET 1/4-2099/16' TRACK BOLT AND 1/4-20 HEX HU TRACK DIRFCT COWSIFIr MOUNTING OrTAIL ENSE Q . NO T7945 ; OFfSSAsE LORI S/ONP MIN 2 N 4SPF (GBLO-42) OR BETTER WALL STUD 11m, MAX ALLOWAE FASTENER LOAD MAY OCCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE 5/16' LAC SCREW WITH 1-9/32' EMBED N CENTER OF S1U0 (: 1/•) FOR EACH JAMB VRAIM LOCATION JAMB BRACKET t 4-2OV9/t6• ACK BOLT AND 1/4-20 HEX NU TRACK OIRFCT WOOII MOUNTING DETAIL MAX 420 LAS PFR LA. FASTENER JAMB CONNECTION SUPPLEMENT KLVINUN] P17 UPDATED TITLE BLOCK Esc 6/15/17 ORAWING PART N0. I REV. 324620 IP161 P 1 /2/2U18 C o •?, r x0 R0 11 Florida Building Code Online SCIS Home I Log In I User Registration ! Hot Topics I Submit Surcharge Stats & Facts Rorida K tom Q'` ^ _ Product Approvalr ,r USER: Public User may• Product Approval Menu > Product or Application Search > Application List > Application Detail Application Type Code Version Application Status 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 Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL19715-R3 Revision 2017 Approved Publications ' FBC Staff BGS Site Map Links Sear Silver Line Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 651) 264-4178 Nicholas. Kopp@andersencorp.com Nicholas Kopp Nicholas. Kopp@andersencorp.com Jon Berrian One Silverline Drive North Brunswick, NJ 08902 732)435-1000 jonberrian@slbp.com Windows Single Hung 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 Locke Bowden Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 ASTM E330 TAS 201 TAS 202 TAS 203 Year 2011 2008 2005 2012 2002 1994 1994 1994 ISections from the Code hftps://floridabuilding.org/pr/pr app_dtl.aspx?param--wGEVXQwtDgtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 1/2 1/2/20118 Product Approval Method Florida Building Code Online Method 1 Option D Date Submitted 06/16/2017 Date Validated 06/16/2017 Date Pending FBC Approval 06/22/2017 Date Approved 08/08/2017 Date Revised 12/18/2017 r FL # Model, Number or Name Description 19715.1 Series 2900/4900 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 19715.3 I Series 70 Model 2127 Single Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 19715.4 Series 70 Model 2127 Single Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 II SWD002 SS 2017-06-15.Ddf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4875 SS 2017-06-14.odf Created by Independent Third Party: Yes Installation Instructions FL19715 R3 11 SWD012 SS 2017-06-14.Ddf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4807 SS 2017-06-14.Ddf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 II SWD010 SS 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4805 SS 2017-06-14.Ddf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 II SWD011 SS 2017-06-14.Ddf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4806 SS 2017-06-14.Ddf Created by Independent Third Party: Yes a ck ,N"r^xc The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi: supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a Iicen: under Chapter 455, F.S., please click here . Product Approval Accepts: 4 Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param--wGEVXQwtDgtvA%2bxmzkl hGuBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 2/2 ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 41/2 INCH THE DEPICTED LOCATION i SPACING IN THE A19 HOR LAYOUT DETAILS I.E. WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION AN04OR TO THE NEXT. SNIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMIS). MAXIMUM ALLOWABLE SHIM STAOK TO SE 3/2 INCH. SHIM WHERE SPACE OF V16 INCH OR GREATER OCCURS SKIM($) SHALL HIE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. FIN INSTALLATION: FOR INSTALLATION INTO WO00 FRAMING USE IM WOOD SCREWS OR 11 GAUGE ROOFING HAILS OR too COMMON NAILS Of U3 F TENT LENGTH TO ACHIEVE 1• INCH MINIMUM EMBEDMENT INTO W000 SUBSTMTE. INSTALLATION 94AU MAINTAIN MIN, 3/B' EDGE DISTANCE. L ON INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 13 SELF -TAPPING Si3lEvvs, OF SUFFIOENTLENGTH TO ACHIEVE A MINIMUM OF I N N N OEYONO MEFµWALL INSTALLATION SHALL MAINTAIN MIN. 3/6' EDGE 0ISTANCE. P. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WO00 FRAMING USERIOWOOOSMEWSOF SUFFIOENTLENGTHTOACHIEVE 1.1/2INCN MINIMUM EMBEDMENT INTO WO00 SUBSTRATE. L THROUGH FRAME UVSTALLATION: FOR INSTALLATION THROUGH 1X SUCXTO CONCRETE/MASONRY, OR DIRECTLY INTO CONCREWMASONRY, USE 31161NCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/41NCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 13/1' EDGE DISTANCE. F. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 010 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM KIT 1 Fm- READSF N R TIONBEYONDMETALWALL• LCI. MINIMUM EMBEDMENT AND EDGE DISTANCE OCCLUDE WALL FINISHES, INCLUDING BUT NOT UMITED TO STUCCO. FOAM, BRICK VENEER, AND SIDING. it. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MVST 6E MACE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. SILVER LINE BUILDING PRODUCTS SERIFS 2900/4900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES: 1. THE PROWCT SHOWN HEREIN 5 DESIGNED ANO MANUFACTURED TO COMPLY WITHTHE GTN EDITION FLORIDA BUILDING CODE (FOC). EXCLUDING HV112 AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: P AAMNWOMA/CSA 101/LS.2/A41406/11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, ZX FRAMING, AND METAL FRAMING AS A MAIN WINO FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND ZX SUCKS (WHEN USED) SMALL Of DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFERTO SHEET 6 FOR FURTHER DETAILS OF SUCK INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOIL A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THU DOCUMENT IN HON-NVHZ AREAS. IN 14VMZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAA J ADE RER OR ANI. S. APPROVED IMPAR PROTECTIVE SYSTEM O REQUIRED 0:1 THIS PRODUCT IN MEAS REQUIRING IMPAR RESISTANCE. 6. WINDOW FRAME MATERIAL PVC 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOM DO NOT INSTALL 7' IN ACCORDANCE MPRH THE 6TH EDITION FOC, WO00 INSTALLATION ANCHORS INTO MORTAR POINTS. EDGE DISTANCE IS MEASURED COMPONENTS SMALL HAVE BEEN PRESERVATIVE TREATED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SMELL OF OR SMALL BE OF A DURABLE SPECIES AS DEFINED IN BLOCK. CHAPTER 23. 13. INSTALLATION ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH ANCHOR O. GLASS MEETS THE REQUIREMENTS OF ASTM 11300 MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SMALL NOT BE GLASS CMAFrrS. SEE SHEET 6 FOR GLAZING DETAILS, USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH ERVERTICAL 6 HORIZONTAL SECTIONS (T}p10U6H FRAME) SPECIFIED BY THE ANCHOR MANUFACTURER HORIZONTAL SECTIONS,BUCCINSTALLATION, 66LAZL-4 DETAIL 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A WOOD - MINIMUM SPECIFIC GRAVITY OF O.SS. S. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 30M PSL C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM CAO WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. 0. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSL E. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 47.8 MR (0.047r or 16 GAUGE). MIN. 1/r EDGE DISTANCE. F. ALUMINUM- MINIMUM ALLOY 6063 -TS. MINIMUM WALL THICKNESS OF 1/16•. MIN. 1/2' EDGE DISTANCE MAX OVERALL SIZE WIDTH HEEGHT TA" OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 INSTALLATION 6 GENERAL NOTES 2 - ELEVATION 3 - ANCHOR LAYOUTS 4 VERTICAL. & HORIZONTAL SECTIONS (NAm TIN) 5 ER VERTICAL 6 HORIZONTAL SECTIONS (T}p10U6H FRAME) 6 - HORIZONTAL SECTIONS,BUCCINSTALLATION, 66LAZL-4 DETAIL MAX OVERALL SIZE WIDTH HEEGHT CSG' DESIGN PRESSURE MISSILE IMPACTRATING 36• 61' O/x 35 / •35 PSF NDN IMPACT 3B• 66• O/x 50 / •50 PSF NON IMPACT 36' 74• OAC 50 / •50 PSF NON IMPAR 36• 7r OAC 35 / •35 PSP NON IMPAR 62' OAC 50 / •30 P5F NON IMPACT 7r OA( 35 / •35 PSF NON IMPAR B4• O/x 20/•20PSF NON IMPACT036- 7r O/X 25/•25PSF NON IMPACT 63.75' 0/X (ORIEL) 35 / -35 PSF NON IMPACT w O/x (ORIEL) 20 / •20 SF NON IMPAR 6r O/x-OAC 35 / -35 PSF NON IMPACT 7r I B4' OAC -0/x 35 / •35 PSF NON IMPAR 76' 62' O/x-O/x 50 / •50 PSF NON LMPACT 76• 7r 0AC-0/x 50 / •50 PSF NON IMPACT 76' 7T O/xCAC 25 / •25 PSF NON IMPAR 60' 74• OAC -0/X 35 / •35 PSF NON IMPACT w 74' OAC -OAC 30 / •30 PSF NON IMPACT lob' 6r O/X-OAC-0AC 50/•50PSF NON IMPAR 10B• 72' OAC-O/XOA( 50 / •50 PSF NON IMPACT 106' B4' OAC-OAC-O/X 25 / •25 PSF NON IMPAR rSilverLine f --/lndersen I•ee.•, Po4es CPE suvmlw *RrK 4 eeVNswLKwa44o. PK (7571435•I= D DOInIV TlyjZ I CWG 0: OoWrI4RIIeG67Mr F.Nawab.P.E SWOQ02 Room.I apwwAvII4'Weommau FL#: FL19715Dau: 20+7.06.15 16.11OB 4 4W SHEET: •( OF L MAX, FRAM HEIGHT 9! MAX FRAME j'— WIDTH 4e' ELEVATION SINGUE HUNG WINDOW MAX FRAME WIDTH 96' 8 E 4 5 f 3 C 4 MAX FRAME HEIGHT 74' F 5 C 4 4@ 5 ELEVATION TWIN SINQC HUNG WINDOW QUALIFIED CONFIGURATIONS ARCH TOP OONAGURATIONS FOR ALL 29011!01 RATINGS. SIHGIE UNIT CONFWURATIONS QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 29021902 RATINGS, TWIN UNIT CONFIGURATIONS MAX Fk HEIGHT L MAX FRAME WIDTH 46' Q E 4 3 F p S 5 MAX FRAME HEIGHT 96' IC' A D 4 5 ELEVATION 504GUE HUNG OIUE1 WUv00W MAX FRAME .. I WIDTH low I TRURE SINGU: HUNG WINDOW rSilverUne toAndeNSen o ws. 000•• 0•E 56vEPt" MINE TM w.cwta w cm wcc>L`I4j$-lW Ey a UIFv 5 J N W A4. ElmI 4. W F 5 C 4 4@5 ELEVATION TWIN SINQC HUNG WINDOW QUALIFIED CONFIGURATIONS ARCH TOP OONAGURATIONS FOR ALL 29011!01 RATINGS. 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FROM CORNERS ANCHOR LAYOUT THROUGH FRAME • SINGLE HUNG WINDOW 161) 4 1/2' MAX. O.C. ANCHOR LAYOUT NAA FIN • TWIN SINGLE HUNG WINDOW CORNERS r MAX f. C. 1_ L 6' MAX FROM CORNERS P MAX FROM 6' MAX coaNEas I O.C. 6' A4A O.0 1` MAX FROM CORNERS 6' MAX FROM X CORNERS 1611 ANCHOR STRAP W P/N 50.2995-2 FROM SEE SHEET 5 FOR OETAM5 CORNERS ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW ILM IEN 0 I 1 6- oMAX ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW Ir MAX. O.C. ANCHOR STRAP P/N 50-2995-2 SEE SHEET 5 FOR OETArl S ANCHOR LAYOUT THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW SilverLine . wi oe $11,4411E OCK Nan..ous wonoe w va1l riloao II m pyp ~ {may yQ v G Y)F V 8 j pppp.N^2 G OZ N 5 O S < . W uT j< Zm 4; cpmN< aD .JrZ <; mot S J N u/ m 0 3 F 0 _ 0 0 T N m J OO s V v/ m 6 W Jb 0V Lu o 0 W O EEE E o > m N m Z N hZ VG u: SW0002 IEET. 3 OF 6 6' MAX FROM CORNERS P MAX FROM 6' MAX coaNEas I O.C. 6' A4A O.0 1` MAX FROM CORNERS 6' MAX FROM X CORNERS 1611 ANCHOR STRAP W P/N 50.2995-2 FROM SEE SHEET 5 FOR OETAM5 CORNERS ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW ILM IEN 0 I 1 6- oMAX ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW Ir MAX. O.C. ANCHOR STRAP P/N 50-2995-2 SEE SHEET 5 FOR OETArl S ANCHOR LAYOUT THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW SilverLine . wi oe $11,4411E OCK Nan..ous wonoe w va1l riloao II m pyp ~ {may yQ v G Y)F V 8 j pppp.N^2 G OZ N 5 O S < . W uT j< Zm 4; cpmN< aD .JrZ <; mot S J N u/ m 0 3 F 0 _ 0 0 T N m J OO s V v/ m 6 W Jb 0V Lu o 0 W O EEE E o > m N m Z N hZ VG u: SW0002 IEET. 3 OF 6 I 1 6- oMAX ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW Ir MAX. O.C. ANCHOR STRAP P/N 50-2995-2 SEE SHEET 5 FOR OETArl S ANCHOR LAYOUT THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW SilverLine . wi oe $11,4411E OCK Nan..ous wonoe w va1l riloao II m pyp ~ {may yQ v G Y)F V 8 j pppp.N^2 G OZ N 5 O S < . W uT j< Zm 4; cpmN< aD .JrZ <; mot S J N u/ m 0 3 F 0 _ 0 0 T N m J OO s V v/ m 6 W Jb 0V Lu o 0 W O EEE E o > m N m Z N hZ VG u: SW0002 IEET. 3 OF 6 EEE E o > m N m Z N hZ VG u: SW0002 IEET. 3 OF 6 SilverUne Arulem-n ae avcau+e al.e No•m •NRcvtK W •w•r rM [r.rwoo v 1/4' MAX. AIN. 3/B' EDGE DISTANCE 3 7 .Zi SHIM SPACE\ $ d V N i tieoV SASH REINFORCING SEE SHEET 6 FOR REEEGSL MIN. 3 THREADSco -j . m PENETRATION BEYOND o j < - p DEMETAL STRUCTURE z w m W1tiVIt G INTERIOR 8 GR. 5 SELF-TAPPD W SCREW a' INSTALL-ATION ANCHOR a alln METAL STUD BY OTHERS, v SEE SHEET 1 INSTALLATION NOTE 14 m J EXTERIOR FINISH BY OTHERS u EXTERIOR PERIMETER SEALANT O CONCRETE/ MASONRY BY OTHERS BY OTHERS 11/2* MEN. EMBEDMENT v O.A. CAULK BETWEEN m CONCRETE/ MASONRY 6 2X U. WOOD BUCK BY OTHERS WIDTH s ac ZX WOOD BUCK BY OTHERS Lu w p F SEE SHEET 6 FOR CONNECTION DETAILS 3/8' MIN• E06E DIST. 49 WOOD SCREW 4° JAMB •METAL STUD INSTALLATION ANCHOR ....... NAIL AN EXTERIOR FT IISH By oTHEas v4• MPPPERLMETEaiSHIMSPACE SEALANT / 1O.A. UNIT BY OTHERS L HEIGHT EXTERIOR INTERIOR SEE GLAZING DETAIL. SHEET 6 g VERTICAL SECTION q HEAD 2X WOOD BUCK NAIL FW SEE GlaIIN6 DETAIL, SHEET 6 EXTERIOR INTERIOR O.A. UNIT HEIGHT PERIMETER SEALANT BY OTHERS 1/4• MAX. EXTERIOR FINISH SHIM SPACE BY OTHERS 06 WOOD SCREW INSTALLATION ANCHOR 3/8'MIN. WOOD BUCK BY OTHERS EDGE DIST. SEE SHEET 6 FO CONNECTION DETAILS a . CAULK BETWEEN CONCRETE/ MASONRY 7NCRETE/ MASONRY a 2X 11/Y MIN. BY OTHERS WOOD BUCK BY OTHERS EMBEDMENT VERTICAL SECTION q SILL -:X WOOD BUCK NAIL NN SilverUne Arulem-n ae avcau+e al.e No•m •NRcvtK W •w•r rM [r.rwoo v 1/4' MAX. AIN. 3/B' EDGE DISTANCE 3 7 .Zi SHIM SPACE\ $ d V N i tieoV SASH REINFORCING SEE SHEET 6 FOR REEEGSL MIN. 3 THREADSco -j . m PENETRATION BEYOND o j < - p DEMETAL STRUCTURE z w m W1tiVIt G INTERIOR 8 GR. 5 SELF-TAPPD W SCREW a' INSTALL-ATION ANCHOR a alln METAL STUD BY OTHERS, v SEE SHEET 1 INSTALLATION NOTE 14 m J EXTERIOR FINISH BY OTHERS u EXTERIOR PERIMETER SEALANT O G BY OTHERS 0 v O.A. m UNIT U. WIDTH ac Lu w p F HORIZONTAL SECTION 4° JAMB •METAL STUD NAIL AN mN a1Z Jh G$ S J 2 Y N Zo DWG u: SW0002 SHEET: 4 OF 6 010 WOOD SCREW INSTALLATION ANCHORCONCRETE/ MASONRY BY OTHERS CAULK BETWEEN ° CONCRETE/MASONRY •` BY OTHERS • •............ . EXTERIOR FINISH .. I PERIMETER SEALANT - BY OTHERS / O.A. EXTERIOR UNIT HEIGHT SEE GLAZING j DETAIL. SHEET 6 3/4• MIN, EDGE DISTANME 2X WOOD SUCK/STUD BY OTHERS E SHEET 6MAXFOR1/4• MA CONNECTION OETAIIS SHIM SPACE 4' SASH REINFORCING SEE SHEET 6 FOR QINSGGLAZ 1 v2• MM DETAIL SHEET 6 EMBEDMENT INTERIOR v4• MAX. SHIM SPACE 1 ANTERIOR 1 VERTICAL SECTION J HEAD-ZXW00DBUCK THROUGH FRAME SEE GLAZING DETAIL, SHEET 6 EXTERIOR FINISH \ R EMBEDMENT PRECAST SIL, BY OTHERS a, 3/16• ITW TAPCON ° • . e INSTALLATION ANCHOR a f 3/4- MIN.* . EDGE DISTANCE VERTICAL SECTION S SILL -CONCREIE/MASONRY THROUGH FRAME MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. 1/2- EDGE DISTANCE 10 GR 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TVBE/STVD OR APPROVED MULLION BY OTHERS, SEE 5HEET 1 INSTALLATION NOTE 14 PERIMETER SEALANT EXTERIOR BY OTHERS EXTERIOR INTERIOR WIDTH ANCHOR STRAP, AT TWIN 6 S IAMB-METALTUBE/STUDORAPPROVEDMVWOH THROUGH FRAME TRIPLE CONFIG. ONLY. SEE O.A. 40000 PLAN VIEW -ANCHOR STRAP UNIT P/N 50-2995-2)' DETAIL AT HEIGHT 2.0000 2.0000 RIGHT FOR INSTALL. REQ. lo PERIMETER SEALANT By oTHERs 1/4'MAX SPACE 111 I EXTERIOR FINISH \ R EMBEDMENT PRECAST SIL, BY OTHERS a, 3/16• ITW TAPCON ° • . e INSTALLATION ANCHOR a f 3/4- MIN.* . EDGE DISTANCE VERTICAL SECTION S SILL -CONCREIE/MASONRY THROUGH FRAME MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. 1/2- EDGE DISTANCE 10 GR 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TVBE/STVD OR APPROVED MULLION BY OTHERS, SEE 5HEET 1 INSTALLATION NOTE 14 PERIMETER SEALANT EXTERIOR BY OTHERS 3(2)—i 6,0000 INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (PM 50-2995-2) OPENING. SEE ANCHOR REQUIREMENTS BELOW ANCHOR STRAP ANCHORING REQVIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16• ITW TAPCONS PER STRAP, MIN. l-1/4• EMBEDMENT, MIN. L-3/4' EDGE DISTANCE, B. FOR II4STALLA7ION TO METAL STUD, USE (4) #10 SELF-ORMUNG SCREWS. 6R. S. PER STRAP. MIN. 3 THREADS PENETRATION, MIN, 3/4• EDGE DISTANCE. C. FOR INSTALLATION TO WOOD. USE (4) #10 WOOD SCREWS PER STRAP, MIN. 1-1/2' EMBEDMENT, MIN. 1• EDGE DISTANCE. SilverLine 1w,Andeffsen acra••aua o.c satwet acvE r000TM w+wuzccw arae nama•.si000 v m 88o GZ P N N N J tV) u = C % eV Z'm< N < y V m zm a W m<oZx 1 A r D •o mVl m2 H p a I3.. S X v Z o a v 'A DWG #: 5W0002 SHEET. 5 OF 6 OA UNIT WIDTH HORIZONTAL SECTION S IAMB-METALTUBE/STUDORAPPROVEDMVWOH THROUGH FRAME 5) tt11 PANCAKE HERO SCREWS FROM STRAP TO 40000 40000FRAME, HOLES PROVIDED TO ACCOMODATE Is14 DIA. 2.0000 2.0000 lo 0.500 0.0620-- 0.5000(2) 3(2)—i 6,0000 INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (PM 50-2995-2) OPENING. SEE ANCHOR REQUIREMENTS BELOW ANCHOR STRAP ANCHORING REQVIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16• ITW TAPCONS PER STRAP, MIN. l-1/4• EMBEDMENT, MIN. L-3/4' EDGE DISTANCE, B. FOR II4STALLA7ION TO METAL STUD, USE (4) #10 SELF-ORMUNG SCREWS. 6R. S. PER STRAP. MIN. 3 THREADS PENETRATION, MIN, 3/4• EDGE DISTANCE. C. FOR INSTALLATION TO WOOD. USE (4) #10 WOOD SCREWS PER STRAP, MIN. 1-1/2' EMBEDMENT, MIN. 1• EDGE DISTANCE. SilverLine 1w,Andeffsen acra••aua o.c satwet acvE r000TM w+wuzccw arae nama•.si000 v m 88o GZ P N N N J tV) u = C % eV Z'm< N < y V m zm a W m<oZx 1 A r D •o mVl m2 H p a I3.. S X v Z o a v 'A DWG #: 5W0002 SHEET. 5 OF 6 INTERIOR INTERIOR SMALL' FRAME URGE' FRAME REINFORCING EXTERIOR REINFORCING, SEE BELOW FOR REINF. SEE BELOW FOR REINF, REQVIREMENTS REQUIREMENTS. VERTICAL SECTION rH-" HORIZONTAL SECTION MEETING STILE 11,6INTERMEDIA'm FRAME MULLK)N I- ALUMINUM SASH REINFORCING I5 REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72, (O/X), DESIGN PRESSURE •/- 35 PSF 36 X 84, (O/X), DESIGN PRESSURE •/• 35 PSF 38 X 74, (O/X), DESIGN PRESSURE •/- 50 PSF 38 X 77, (O/X), DESIGN PRESSURE •/• 35 PSF 72 X 84, (O/X-O/X), DESIGN PRESSURE •/_ 35 PSF 76 X 72, (O/X-0/X), DESIGN PRESSURE •/_ 50 PSF 108 X 62, (O/X-0/X-0/X). DESIGN PRESSURE 4•50 PSF 108 X 72, (O/X-O/X•O/X), DESIGN PRESSURE 4-50 PSF J C - STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOW 46 SIZE/RATINGS: 76 X 62, (O/X-O/X). 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), DESI6N PRESSVRE •/- 35 PSF NOTE: 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY Be ADJUSTED TO MAINTAIN 1' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.G. SPACING SPECIFIED 15 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 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 11/4' MIN EMBEDMENT 1 V2' MIN, EDGE DISTANCE 2' MIN. EDGE DISTANCE ` CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL UE7lllo E cm vl mz W N 3 ii uzocv -A DWG 7t: SWD002 SHEET: L OF 6 Silverline NOTE: GLAZING aAndetsw TU CONFIGURATIONS SHALL COMPLY SAFETYWITHSAFETY GLAZING REQUIREMENTS g7llOUTLINEDINCURRENTFOCANDASTME1300 . GLASS LOAD RESISTANCE. o o. o • e. o. 04 a4VEau4 WSW wens w .wac w amr 5/8' 0.4. I.6. GLASS d YL SJO 8Q p3vo 8 AZ" t 2 QgXC° N n EXTERIOR INTERIOR e x 0 I 0 MIN. 6LA55W ur 7 c:m Ny zm j -k I g8ITE['V2' I } 1/8' I 3 gWNV W m WSETTING4aBLOCK3Wd GLAZING DETAIL 1 0 NOTE: 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY Be ADJUSTED TO MAINTAIN 1' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.G. SPACING SPECIFIED 15 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 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 11/4' MIN EMBEDMENT 1 V2' MIN, EDGE DISTANCE 2' MIN. EDGE DISTANCE ` CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL UE7lllo E cm vl mz W N 3 ii uzocv -A DWG 7t: SWD002 SHEET: L OF 6 r/BUILDING DROPS A\\ A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL19715 Report No. 4875 6th Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— D (Engineering Evaluation) Windows Single Hung Series 2900/4900 Single Hung Window PVC See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 06/14/2017 Contents: Evaluation Report Pages I — 4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2017.06.14 21:54:09 -04'00' III111////, 1/ S F. 0 4o i 0 7 _ oT T C 44/ 0/0NAI. Hermesle!WWo, P.E. Florida No. 73778 BUILDING DROPSlrl^A\\ A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Silver Line Building Products Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Method (1)(d) Product Name: Series 2900/4900 Single Hung Window FL#: FL19715 Date: 06/14/2017 Report No: 4875 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method id of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 6`" Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 61" Edition Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 6"' Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 r BUILDING DROPS FL#: FL19715 A Perfect Solution in Every Drop Date: 06/14/2017 Certificate of Authorization: 29578 Report No: 4875 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association (FBC Organization #: QUA2515). Performance Standards: The product described herein has been tested per: Referenced Data: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: 89241.01-109-47 5/18/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D9358.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/05/2015 E5610.01-109-47 3/05/2015 E5611.01-109-47 3/03/2015 E5612.01-109-47 5/07/2015 E7244.01-109-47 6/16/2015 E7250.01-109-47 6/16/2015 E9219.01-109-47 10/21/2015 E9220.01-109-47 10/21/2015 E9223.01-109-47 10/28/2016 2. Quality Assurance Window and Door Manufacturers Association FBC Organization #: QUA2515) 3. PVC profiles meet requirements of WDMA/HallMark WD -61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: Nailing Fin Installation: FL#: FL19715 Date: 06/14/2017 Report No: 4875 A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. For concrete (Min. f c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 1/2/2018 Lil:1CAl1LA7t`.l"J l•.3 0 . J ' 0 . 0 SCIS Home Log In User Registration Hot Topics a pProduct ApprovalrUSER: Public User Florida Building Code Online Submit Surcharge I Stats It Facts I Publications ( FBC Staff I BCIS Site Map I Links I Sear Product Aporoval Menu > Product or Apolication Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments 1 r t •' Archivedi1. • 'wi` Product Manufacturer Address/Phone/Email r`R;•°'•i"• - Authorized Signature Technical Representative Address/Phone/Email t 'r•'t. t +'i ` ` `' Quality Assurance Representative a • y,. ? Address/Phone/Email Category Subcategory Compliance Method n, ; ;: ;• •• { Florida Engineer or Architect Name who developed the jt " `"• Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date r, - Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL12194-R6 Revision 2017 Approved IN Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Gareth Rahman grahman@aluminumcoilsinc.com Paul Frost 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcopy Received Zachary R. Priest PE -74021 PRI Construction Materials Technologies, LLC 06/19/2020 Locke Bowden e, Validation Checklist - Hardcopy Received Standard Year AAMA 1402 2009 Method 1 Option D https:ltwww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 1/2 1/2/20118 Florida Building Code Online Date Submitted 09/06/2017 Date Validated 09/06/2017 Date Pending FBC Approval 09/13/2017 Date Approved 12/12/2017 Date Revised 12/15/2017 FL Ar. "Model, Number'or Name •• • De.scription,;• t"'• •• 12194.1 1 Alumunum Coils Aluminum Soffit I Aluminum soffit panels Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 Other: See Evaluation Report for limits of use. Installation Instructions FL12194 R6 II ALC15001.3 2017 FBC Evaluation Report 04 T Soffits final,od Verified By: Zachary R. Priest PE -74021 Created by Independent Third Party: Yes Evaluation Reports FL12194 R6 AE ALC15001.3 2017 FBC Evaluation Report 04 " Soffits final.Ddf Created by Independent Third Party: Yes BacksNext The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email 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 berg_. Product Approval Accepts: 099® Credit Card Safe https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 2/2 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 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. 0 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 P,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 int/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 Panels provided in 12 - inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC 15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6"' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. V Yl R f I p i GP G E NS'F,, 2017.09.01 1,Q'• No 74021 10:06:18 cc= —04'00' P '. STATE OF : W 0T ••. P Z Zachary R. Priest, P.E. s • OR •••C N`` Florida Registration No. 74021 pNA; E Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, 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) ALC 15001.3 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 J b. 12" T4 Soffit — 4 -inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit —16 -inch o.c. Fastener Fastener Location Location 1 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8 -inch o.c. Fastener Location I F Fastener Fastener Location 1,l ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12 -inch overhang with F -Channel 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 40.0 24 -inch o.c. O.C. spaced 36 -inch o.c. Max. Three (3) min. 3/4 -inch x 1/4 -inch One (1) min 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long x 0.072 -inch dia. x min. 1/4 -inch 48 12F-2 16 -inch Wood crown staples in diamond pattern Wood crown staple spaced 8 -inch o.c. head diatrip nail spaced 48- 64.2spaced24 -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. ALC 15001.3 FL12194-R6 Page 2 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 12 -inch overhang with J -Channel Wall Connection Eave Connection System Panel MDP No. No. Width pso Substrate Substrate F -Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Attachment Attachment One (1) 18 ga. 1/4 -inch crown x Three (3) min. 3/4- inch x 1/4 -inch crown One (1) min. #8 x 1/2 -inch 16F-1 One (1) min 3/4 -inch x One (1) min. 1 3/4 -inch long x One (1) 14 ga. 5/8 -inch long T nail 12J-1 Max. Wood staples in diamond long x 3/8 -inch head diameter Wood inch1 / crown staple 0.072 -inch dia. x min. 1/4 -inch 48 4 -inch o.c. and securing each 16 -inch pattern spaced 24- screw spaced 16 -inch o.c. spaced 8 -inch o.c. head dia. trip nail spaced 48- 64.2 12 -inch O.C. inch o.c. connecting soffit to J -channel inch o.c. One (1) min. 1.75 -inch x Approved Systems for 16 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8 -inch long T nail Wood 1 -inch leg staple spaced max. 0.072 -inch diameter finishing nail with min. 3/16- 53.3 12 -inch spaced max. 8 -inch o.c. 4 -inch o.c. and securing each inch head spaced panel lap 12 -inch O.C. One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1 -inch leg staple spaced max. 0.072 -inch diameter 16F-2 12 -inch Wood inch leg staples in diamond pattern Wood 4 -inch ocand securing each finishing nail with min. 3/16- 53.3 spaced 16 -inch o.c. panel lap inch head spaced 12 -inch O.C. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8 -inch x 3/8 -inch One (1) min. 1 3/4 -inch long x 0.072 inch dia. x min. 16F-3 16 -inch Wood 1.25 -inch embedment spaced 24- Wood crown staple spaced 16 -inch 3/16 -inch head dia. trim nail 25.6 inch o.c. O.C. spaced 36 -inch o.c. Three (3) min. 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4 -inch x 1/4 -inch x 0.072 -inch dia. x min. 1/4- 27 16 -inch spaced 24 -inch o.c. crown staple spaced 8 -inch o.c. inch head dia. trip nail 36.1 spaced 48 -inch o.c. ALC 15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4 -inch x 1/4 -inch 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 31.4 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 Three (3) min. 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch 16J-1 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4 -inch x 1/4 -inch long x 0.072 -inch dia. x 23.5 16 -inch spaced 24 -inch o.c. crown staple spaced 8 -inch o.c. min. 1/4 -inch head dia. trip 31.4 nail spaced 48 -inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24 -inch overhang with F -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1 -inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12 -inch o.c. securing One (1) 18 ga. 1/4 - One (1) min. 1.75 -inch x Max. inch crown x 1 -inch rafter with one each panel lap inch crown x 1 -inch 0.072 -inch diameter 2417-1 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 2417-2 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 1 x2 staple spaced No.2 SYP 12 -inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1 -inch 0.072 -inch diameter 80/ 24F-3 12 -inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 8 -inch o.c. 1) 7d x 2.25- One (1) min. 1.75 -inch inch o.c. 3/16 -inch head spaced inch ring shank x 0.072 -inch diameter 12 -inch o.c. nail 24 -inch o.c. finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24 -inch overhang with F -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max. inch crown x 1 -inch rafter with one 16 -inch o.c. securing inch crown x 1 -inch 0.072 -inch diameter 24F-4 16 -inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16 -inch head spaced spaced 16 -inch o.c. shank nail One (1) min. 1.75 -inch each panel lap 16 -inch o.c. 24 -inch o.c. x 0.072 -inch diameter finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. One (1) 18 ga. 1/4 -inch crown x 1 -inch leg staple securing the Nominal 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 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 psf) Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4 -inch crown x 1 -inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max. One (1) 14 ga. 5/8- anchored to 16 -inch o.c. securing inch crown x 1 -inch 0.072 -inch diameter 24F-6 16 -inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 spaced 8 -inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16 -inch head spaced inch ring shank One (1) min. 1.75 -inch each panel lap 16 -inch o.c. nail 24 -inch o.c. x 0.072 -inch diameter finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. ALC 15001.3 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 leg 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 through the rafter female lock or spaced 16 -inch o.c. 1 aOne (1) 18 g , One (1) min. 1.75 -inch anchored to ga.1/4-inch crown into the end of the securing each panel inch crown x -inch x 0.072 -inch diameter 24J-2 Max. rafter with one x 1 -inch leg batten or two (2) lap Wood leg staple spaced finishing nail with min. 153.3 16 -inch 1) min. 2.25- staples in diamond min. 2.25 -inch x 7d 8 -inch o.c. and 3/16 -inch head spaced inch x 7d ring pattern spaced 16- ac ring shank nails toe- One (1) min. 1.75- securing each panel 16 -inch o.c. shank nailshchinchail inch 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 12F-1 8 12F-3 Min. 3/8" head dia. nail with min. IW" engagemenL(for wood substrate) or min. 0.097" die. T -nail or stub nail with min. 5/8" engagenent(for concrete or block substrate), spaced as noted above ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) FASCIA LIP 1/4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. L -PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC 15001.3 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 SOFFITn"m`" SOFFIT STAPLE OPEN RAfTER 3/4' x 1/4• DIAMOND PATTERN Il` i DETAILCROWNSTAPLES USING A DIAMOND "r I PATTERN FACIA BOARD FASCIA CAP 12F-2 FACIA BOARD3/4' X 1/4' CROWNSTAPLE '8' 1-3/4' TRIM NAILONCENTER 1-3/4' TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFR— "ax • 12 -inch span WO00 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—CHMNLL 1-3/4' TRIM NAII screwed to soffit PAINTED S.S. 48- with one(1) #8 x 1/2' x 3/8' head O.C. diameter screw, 16' o.c. WOOD OR BLOCK SUBSTRATE SOFFIT—max. 12 -inch span ALUMINUM COILS, INC Soffits Appendix B 3M KnOM ` 1 SOFFIT STAPLE DIAMOND PATTERN 1 ILDETAIL FACIA BOARD >/s' KTVGMI STM CS FASCIA CAP 3/4- X 1/4- CROWN 1-3/4- TRIM NAIL FACIA BOARD STAPLE -8. ON CENTER PAINTED S.S. FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFR SOFFIT & FASCIA DETAIL ALC 15001.3 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' TRIMfASC1A BOARO PAI FASCIA CAP 1'' CROWN STAPLE OPEN RAFTER FASCIA SOARO u W SB' I -M 16F-1 SOFFIT & FASCIA 16F-5 DETAIL fASOA CAP; REFER TO SOFFIT 1 FASOA OETAI. F' CHANNEL SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.3 FI -12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. 3/8" head dia. nail with min. 1!G" engagement(for wood substrate) or min. 0.097" dia. T -nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL Wood, Concrete or Block wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC 15001.3 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 K rVCD1 ` SOFFIT STAPLE 3/4• x 1/4' OPEN RAFTER L--; DIAMOND PATTERN D ETAI LCROWNSTAPLES USING A DIAMONDv r, ti PATTERN FACIA BOARD 11 FASCIA CAP 16F-4 3/4' X 1/4' CROWNSTAPLE "8' 1-3/4' TRIM NAIL FACIA BOARD ON CENTER 1-3/4" TRIM NAIL PAINTED S.S. F CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHEO.C. NAIUNG FLANGE UP OR 3/4 X 1/4' DOWN CROWN STAPLE SOFFIT—max. 16 -inch span WOOD SOFFIT SUBSTRATE SOFFIT FASCIA DETAIL ALC15001.3 FI -12194-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 I I- TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT CROWN STAPLE OPEN RAFTER ASCU BOARD 1'x{' CROWN STAPLES SOFFIT 8 FASCIA USING A DIAMOND 16F-2 & PATTERN; REFER TO DETAIL SOFFIT STAPLE _ 16F-6 DIAMOND PATTERN / \ DETAIL FASCIA CAP: REFER \ TO SOFFIT t FASCIA /. F' CNANNEI DETAIL 3/8 SOFFIT; MAX. 16' SPAN WOOD / SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FI -12194-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 n KNOCEN` SOFFIT STAPLE GIST TAKES ; DIAMOND PATTERN 1 Ir , DETAIL FACIA BOARD yr aTvcn/ STMIEi / 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-13/4' X 1/4- CROWN 1FACIA 8' BOARD STAPLE ON CENTER 1-3/4TRIM NAILPAINTED1NELJS.S. S.S. 48' FASCIA CAP O.C. 3/4* X 1/4* CROWN STAPLE SOFFIT—max. 16 -inch spanS WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC 15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. 1-e4' CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER TO 1't1- CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 f' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 1'4' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT t FASCIA \ Nominal lith' SYP DETAIL 1 Batten Anchored to SOFFIT; MAX. 2L' I I I 3/8 F-CNANNEL Rafters with one 10 Ring Shank Nail at every Rafter W000 SUBSTRATE SOFFIT STAPLE OIAMONO PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. 14' SMOOTH SHANK I FASCIA CAP ROOF NAILS SOFFIT 1'e!' CROWN STAPLE 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 1'at' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL Nominal 1'ar SYP Batten Anchored to SOFFIT; MAX. 24' F -CHANNEL Rafters with one Td Ring Shank Nail at every Rafter WOOD SUBSTRATE ALC 15001.3 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 i' TRIM NAIL FASCIA BDARD PAINTED S.S. tIGA i' T -NAILS FASCIA CAP SOffIT 1'1l' CROWN STAPLE 1 {' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 2417-3 & 2417-6 I -Q- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA DETAILNominal1'12' SYP Batten Anchored to SOFFIT; MAX. 24' F -CHANNEL Ratters with one ld Ring Shank Had at every Rafter MASONRY ALC 15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 f' TRIM NAR FASCIA BOARD PAINTED S.S. 1.34• CROWN FASCIA CAP STAPLES SOFfIi USING A DIAMOND PATTERN; REF fR i0 CANTILEVERED 1'c" CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD SOFFIT & FASCIA 12• TRIM NAIL PAINTED s.S.DETAIL 24J-1 & 1'4" CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT 1 FASCIA oo DETAIL Nondnel 1' a 2• sYP battem xabbed betweenand SOFFIT; MAX. 74-' I 3/6 1 -CHANNEL secured wah one (1)1) 7d70 MO 1 shank nail stralOnt-nalied Ithroughtherafterintotheend WOOD SUBSTRATE of the batten or two (2) 7d nng slunk nails too-nalled on either side of the bettem at the batten/rafter htefwbon SOFFIT STAPLE DIAMOND PATTERN ALC 15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 604 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V,,,, is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60 -ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3 -ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C ALC 15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean Basic Wind Speed mph) HeR ofght8 120 130 140 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 -42.2 46.8 30 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 -42.2 46.8 40 -18.3 -21.5 -24.9 -28.6 -32.5 -36.7 -41.2 -45.9 50.8 50 -19.5 -22.9 -26.5 -30.5 -34.7 -39.1 -43.9 -48.9 54.1 60 -20.5 -24.0 -27.8 -32.0 -36.4 -41.1 -46.0 -51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 57.8 30 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 57.8 40 -22.6 -26.5 -30.7 -35.3 -40.1 -45.3 -50.8 -56.6 62.7 50 -24.1 -28.2 -32.8 -37.6 -42.8 -48.3 -54.1 -60.3 66.8 60 -25.3 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 -63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC 15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C ALC 15001.3 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. Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean Basic Wind Speed mph) HeRototfft 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 -22.6 -26.6 -30.8 -35.4 -40.2 -45.4 -50.9 -56.7 62.8 30 -23.6 -27.7 -32.1 -36.9 -41.9 -47.3 -53.1 -59.1 65.5 40 -25.0 -29.4 -34.1 -39.1 -44.5 -50.2 -56.3 -62.7 69.5 50 -26.2 -30.8 -35.7 -41.0 -46.6 -52.6 -59.0 -65.8 72.9 60 -27.2 -31.9 -37.0 -42.5 -48.3 -54.6 -61.2 -68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 -27.9 -32.8 -38.0 -43.6 -49.6 -56.0 -62.8 -70.0 77.6 30 -29.1 -34.2 -39.6 -45.5 -51.8 -58.4 -65.5 -73.0 80.9 40 -30.9 -36.3 -42.1 -48.3 -54.9 -62.0 -69.5 -77.5 85.8 50 -32.4 -38.0 -44.1 -50.6 -57.6 -65.0 -72.9 -81.2 89.9 60 -33.6 -39.4 -45.7 -52.5 -59.7 -67.4 -75.5 -84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC 15001.3 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 ALC 15001.3 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. Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean Basic Wind Speed mph) Height ft 120 130 140 150 160 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 -27.0 -31.6 -36.7 -42.1 -47.9 -54.1 -60.6 -67.6 74.9 30 -27.9 -32.8 -38.0 -43.6 -49.6 -56.0 1 -62.8 -70.0 77.5 40 -29.4 -34.5 -40.0 -45.9 -52.2 -58.9 -66.1 -73.6 81.6 50 -30.6 -35.9 -41.6 -47.8 -54.3 -61.3 -68.8 -76.6 84.9 60 -31.5 -37.0 -42.9 -49.3 -56.1 -63.3 -70.9 -79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 -33.3 -39.1 -45.3 -52.0 -59.2 -66.8 -74.9 -83.4 30 -34.5 -40.4 -46.9 -53.8 -61.3 -69.2 -77.5 -86.4 95.7 40 -36.2 -42.5 -49.3 -56.6 -64.4 -72.7 -81.5 -90.9 100.7 50 -37.7 -44.3 -51.4 -58.9 -67.1 -75.7 -84.9 -94.6 104.8 60 -38.9 -45.7 -53.0 -60.8 -69.2 -78.1 -87.6 -97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC 15001.3 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 -T 3/4" 3/8' ISOMETRIC VIEW 3/E' PROFILE ISOMETRIC VIEW 3/1' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC 15001.3 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 1 1/4" 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC 15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit ALUMINUM COILS, INC Soffits Appendix D 02V T" o earn 18' BLANK 3 / 8 PROFILE 2.17516V o ooaa 000 00000 ooao , aaoao 0000 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/8" 7/8" 1 3 1/8" 7/8, 1 3 1/8" 5/16" 1/2" 1/2" 1/2" 1/2" 3/8" 13.75" BLANK 3/8" PROFILE 0000 000ao ooao 00000 0000 END OF REPORT ALC 15001.3 FI -12194-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 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 (OUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FI -12194-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. 0 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 P,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 inZ/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit P,anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC 15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6'" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. P••.,GENSF . S • No 74021 C):. STATE OF :W C? CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 04100' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A—Approved Systems (8 pages) 2) APPENDIX B— Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001 3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12"T4 Soffit —12 -inch o.c. Fastener Fastener Location Location 1 1 b. 12"T4 Soffit— 4 -inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit —16 -inch o.c. Fastener Fastener Location Location 1 1 ALC 15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16"Q4 Soffit —8 -inch o.c. Fastener Location 11 - Fastener Fastener Location l ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12 -inch overhang with F -Channel Approved System Numbers and Definitions 12F-# Approved Systems for 12 -inch Overhang with F -Channel 12J4 Approved Systems for 12 -inch Overhang with J -Channel 16F-# Approved Systems for 16 -inch Overhang with F -Channel 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 40.0 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 dia. trip 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. and securing each panel lnellapp 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. No. Width pso Substrate Substrate F -Channel panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Attachment Attachment One (1) 18 ga. 1/4 -inch crown x Three (3) min. 3/4- inch x 1/4 -inch crown One (1) min. #8 x 1/2 -inch 16F-1 One (1) min 3/4 -inch x One (1) min. 1 3/4 -inch long x One (1) 14 ga. 5/8 -inch long T nail 12J-1 Max. Wood staples in diamond long x 3/8 -inch head diameter Wood 1/4 -inch crown staple 0.072 -inch dia. x min. 1/4 -inch f48 4 -inch o.c. and securing each 16 -inch pattern spaced 24- screw spaced 16 -inch o.c. spaced 8 -inch o.c. head dia. trip nail spaced 48- 64.2 12 -inch o.c. inch o.c. connecting soffit to J -channel inch o.c. One (1) min. 1.75 -inch x Approved Systems for 16 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MOP 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 25.6 inch o.c. O.C. spaced 36 -inch o c. Three (3) min. 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4 -inch x 1/4 -inch x 0.072 -inch dia. x min. 1/4- 27 16 -inch spaced 24 -inch o.c. crown staple spaced 8 -inch o.c. inch head dia. trip nail 36.1 spaced 48 -inch o.c. ALC 15001,3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width No. Width pso Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4 -inch x 1/4 -inch One (1) 18 ga 1/4 -inch crown x One (1) min. 1.75 -inch x 23.5 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- 143.316 -inch spaced 8 inch o.c. o.c and securing each panel inch head spaced lap 16 -inch o.c. One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 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- 143.3 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 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. ALC 15001.3 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. 1/4 - 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 inchnch x 7d ring One (1) min. 1.75 -inch inc o.c. 3/16 -inch head spaced spaced 16 -inch o.c. shank nail x 0.072 -inch diameter 12 -inch o.c. 24 -inch o.c. finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. One (1) 18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staple spaced One (1) min. 1 5- No.2 SYP 12 -inch o.c. securing One (1) 18 ga. 1/4- One (1) min 1 75 -inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1 -inch 0.072 -inch diameter 80/ 24F-2 12 -inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75 -inch inch o.c. 3/16 -inch head spaced 16 -inch o.c. inch ring shank x 0.072 -inch diameter 12 -inch o.c. nail 24 -inch o.c. finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. One (1) 18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staple spaced No.2 SYP 12 -inch o.c. securing One (1) 18 ga. 1/4 - One (1) min. 1.75 -inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1 -inch 0.072 -inch diameter 80/ 24F-3 12 -inch Masonry inch long T nail rafter with one Wood leg sstaple 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. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern ninx 7d ringi 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. ALC 15001.3 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. ALC 15001.3 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 1) min. 2.25- staples in diamond batten or two (2) Wood leg s taple 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 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.cand finishing nail with min. 153.3 inch x 7d ring pattern spaced 16- min. 2.25 -inch x 7d securing each panel 3/16 -inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75 lap 16 -inch o.c. 24 -inch o.c. nailed on either side inch x 0.072 -inch of the batten at diameter finishing each batten/rafter nail with min. 3/16 - intersection. Max. inch head spaced rafter spacing is 4 -inch o.c. 24 -inch o.c. ALC 15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 614320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix 6 INSTALLATION Note - Refer to the APPRovev SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min. 3/9" head dia. nail with min. 19" engagemenc(for wood substrate) or min. 0.097" dia. T -nail or stub nail with min. 5/6" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 12F-1 8 12F-3 F" CHANNEL Wood, concroto or Block wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8". X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC 15001.3 FL12194-R6 Page 1 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 Lj ST'S' `, SOFFIT STAPLE OPEN RAFTER 3/4' x 1/4' DIAMOND PATTERN DETAILL31VCROWNSTAPLES ; USING A DIAMOND wrvcm APLES PATTERN FACIA BOARD i FASCIA CAP 12F-2 3/4' X 1/4' CROWN FACIA BOARD 8' 1-3/4' TRIM NAILSTAPLEONCENTER 1-3/4' TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHEOC NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT- max • 12 -inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA D ETAI L ALC 15001.3 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. 12J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail OPEN RAFTER 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN r I I–CHANNEL 1-3/4' TRIM NAIL screwed to soffit PAINTED S.S. 48' with one(1) q8 x 1/21 x 3/8' head O.C. diameter screw, 16' 0. c. SOFFrT–max. 12 -inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B Ur Kr.TM SOFFIT STAPLE DIAMOND PATTERN I FACIA 8OAR0 s.e• xn 0 ETAI L SrAn,cS i ASCtA CAP 3/4' X 1/4- CROWN 1-3/1' TRIM NAILSTAPLE '8' ON CENTER PAINTED S.S. 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 1 I' TRIM NAILfASCIA BOARO PAINTED S.S. FASCIA CAP SOFFIT 1'-4' CROWN STAPLE OPEN RAFTER FASCIA BOARD u W s/r T -Na, 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT & FASCIA OETAIL f' [HANNEI SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC 15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC No. I Installation Detail Min. 3/8" head dia. nail with min. 1%11 engagement(for wood substrate) or min. 0.097" dia. T -nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 I I I II \\—"F" CHANNEL Wood, Concrete or Block w FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD ##T50 8" X 3/8" STAPLE 16" 0. C. S. S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 nT `, SOFFIT STAPLE 3/4• x 1/4• OPEN RAFTER DIAMOND PATTERNEfDETAILCROWNSTAPLES; USING A DIAMOND Krvco; stomas PATTERN FACIA BOARD FASCIA CAP 16F-4 3/4' X 1/4' CROWNFACIA 8' BOARD 1-3/4' TRIM NAIL STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR3/4' X 1/4' DOWNCROWN STAPLE SOFFIT—max. 16 -inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALC 15001.3 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. GREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TRIM NAIL FASCIA BOARO PAINTED S.S. FASCIA CAP SOfFIT I'4CROWN STAPLE OPEN RAPIER FASCUI BOARO 1-4" CROWN STAPLES SOFFIT & FASCIA USING A OIAMONO 16F-2 & PATTERN; REFER TO DETAIL SOFFIT STAPLE 16F-6 OIAMONO PATTERN / OETAIL FASCIA CAP; REFER \ lo To SOFFIT & FASCIA /. F" CHANNEL OETA0. 3/8 SOFFIT; MAX. 16' SPAN SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC 15001.3 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. 16J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail OPEN WAFTER 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN ANNEL 1-3/4- TRIM NAIL-+ PAINTED S.S. 48' O.C. SOFFIT -max. 16 -inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B a.: N , SOFFIT STAPLE Et DIAMOND PATTERN FACIA BOARD 11" DETAIL STw c: , ASCIA CAP 3/4- X 1/4- CROWN 1_3/4' TRIM NAILSTAPLE -8. ON CENTER PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4- X 1/4 - CROWN STAPLE SOFFIT & FASCIA DETAIL ALC 15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRW NAR FASCIA BOARD PAINTED S.S. rt}' CROWN FASCIA CAP STAPLES SOFFIT USING A OIAMON0 PATTERN: REFER TO 1'at' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 TRW NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 8 24F-4 1'.t' CROWN STAPLE — FASCIA CAP; REFER TO SOFFIT & FASCIA \ Nominal DETAIL t2' SYP E Batten Anchored to SOFFIT: MAX. 24' F.CNANNEL Rafters rith one ld Ring Shank Nail at every Rafter / N000 SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC 15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t- TRIM NAIL FASCIA BOARD PAINTED S.S. 14- SMOOTH SHANK IFASCIA CAP ROOF NAILS SOFFIT 1 -al• CROWN STAPLE I I- TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 1-4- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT l FASCIA OETA0. Nominal I-ar STP Batten Anchored to SOFFIT; MAX. 24- F-CHANHEL Rafters with one Td Ring Shank Had at every Ratter WOOD SUBSTRATE ALC 15001.3 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' TRIM NAILFASCIA BOARD PANTED S.S. ILGA T -NAILS FASCIA CAP SOFFITI I'e!' CROWN STAPLE 1 {' TRIM NAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA DETAIL 24F-3 8 2417-6 1'yj' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT 1 FASCIA DETAIL Nominal 1'x2' SYP Batten Anchored to SOFFIT; MAX. 24' F -CHANNEL Rafters w4h one TO Ring Shank Nail at every Rafter MASONRY ALC 15001.3 FI -12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 614320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 f- TRIM NAR FASCIA BOARD PAINTED S.S. 1'xJ- CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER TO CANTILEVEREO 1-q- CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD SOFFIT & FASCIA 1 TRIM NAIL PAINTED S.S. DETAIL 24J-1 & 1'4' CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT 1 FASCIA DETAIL 8- Nominal 1' x r SYP battens xabbed between rotten and SOFFIT; MAX. 26' 3/8A 1 -CHANNEL secured wdh one (1) 7d Mg Wank nail straight-nalled tlkough the rafter Into the end WOOD SUBSTRATE Of the batten or two (2) 7d mg stank nails toe4uded on either sloe at the battem at the battenlrotter Intersection SOFFIT STAPLE DIAMOND PATTERN ALC 15001.3 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. Vot is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60 -ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3 -ft. ALC 15001.3 FI -12194-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 ALC 15001.3 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. Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean Basic Wind Speed mph) Roof( ft) Height120 130 140 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 -42.2 46.8 30 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 1 -42.2 46.8 40 -18.3 -21.5 -24.9 -28.6 -32.5 -36.7 -41.2 -45.9 50.8 50 -19.5 -22.9 -26.5 -30.5 -34.7 -39.1 -43.9 -48.9 54.1 60 -20.5 -24.0 -27.8 -32.0 -36.4 -41.1 -46.0 -51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 57.8 30 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 57.8 40 -22.6 -26.5 -30.7 -35.3 -40.1 -45.3 -50.8 -56.6 62.7 50 -24.1 -28.2 -32.8 -37.6 -42.8 -48.3 -54.1 -60.3 66.8 60 -25.3 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 -63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC 15001.3 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 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean Basic Wind Speed mph) offt 120 130 140 150 160 170 180 190 Roof ftHeight 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 -22.6 -26.6 -30.8 -35.4 -40.2 -45.4 -50.9 -56.7 62.8 30 -23.6 -27.7 -32.1 -36.9 -41.9 -47.3 1 -53.1 -59.1 65.5 40 -25.0 -29.4 -34.1 -39.1 -44.5 -50.2 -56.3 -62.7 1 -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 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C ALC 15001.3 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. Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean Basic Wind Speed (mph) Height 120 130 140 150 160 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 -27.0 -31.6 -36.7 -42.1 -47.9 -54.1 -60.6 -67.6 74.9 30 -27.9 -32.8 -38.0 -43.6 -49.6 -56.0 -62.8 -70.0 77.5 40 -29.4 -34.5 -40.0 -45.9 -52.2 -58.9 -66.1 -73.6 81.6 50 -30.6 -35.9 -41.6 -47.8 -54.3 -61.3 -68.8 -76.6 84.9 60 -31.5 -37.0 -42.9 -49.3 -56.1 -63.3 -70.9 -79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 -33.3 -39.1 -45.3 -52.0 -59.2 -66.8 -74.9 -83.4 92.4 30 -34.5 -40.4 -46.9 -53.8 -61.3 -69.2 -77.5 -86.4 95.7 40 -36.2 -42.5 -49.3 -56.6 -64.4 -72.7 -81.5 -90.9 100.7 50 -37.7 -44.3 -51.4 -58.9 -67.1 -75.7 -84.9 -94.6 104.8 60 -38.9 -45.7 -53.0 -60.8 -69.2 -78.1 -87.6 -97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC 15001.3 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 1/8" HEM T 7 3/4" 3/8' ISOMETRIC VIEW 3/9- PROFILE ISOMETRIC VIEW 3/0" PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC 15001.3 FL12194-R6 Page 1 of 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 1/8" HEM T 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit ALUMINUM COILS, INC Soffits Appendix D a rr TYV o.ia rry 18' BLANK 3 / 8 PROFILE 2.osivs 00000 00 00000 aao aaoo 0000 ALC 15001.3 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 ALUMINUM COILS, INC Soffits Appendix D 31/6" 7/8" 3 1/8" 7/8" 3 1/8" 5/16" 1/2" 1/2" 1/2" 1/2" 3/8" 13.75" BLANK 3/8" PROFILE zura[r owr ozrrw o lzv iy 0 00 000 00000 000 0000 0000 ENO OF REPORT ALC 15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1/2/2018 F pA prpQ f 0 Business 8t Professional Regul-ation Florida Building Code Online m- 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. dopFlorida I' i Product Approval V USER: Public User a; ° s`'Oi= Product Approval Menu > Product or Application Search > Application List > Application Detail 499P.' FL# r''•.' -, r Application Type I'•' Code Version e Application Status Quality Assurance Contract Expiration Date Validated Byrr .'; Comments Archived Product Manufacturer r'c ;* %`• Address/Phone/Email Referenced Standard and Year (of Standard) Authorized Signature Equivalence of Product Standards I• t •\' F r Certified By r Technical Representative Address/Phone/Email Sections from the Code ti •'.,' ;; Quality Assurance Representative s'•'t;'.1`-, • Address/Phone/Email Category Subcategory 3 =` c; r Compliance Method FL5444-R12 Revision 2017 Approved CertainTeed Corporation -Roofing 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.harner@saint-gobain.com Mark Harper mark.d.harner@saint-gobain.com Mark D. Hamer 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark. D. Harner@saint-gobain.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Robert Nieminen PE -59166 UL LLC 03/09/2020 John W. Knezevich, PE Validation Checklist - Hardcopy Received Standard Year ASTM D3161 2016 ASTM D3462 2010 ASTM D7158 2011 Product Approval Method Method 1 Option D file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%2OCode%200nline.html 1/2 Florida Engineer or Architect Name who developed the r''•.' -, r Evaluation Report Y y Florida License t +: Quality Assurance Entity Quality Assurance Contract Expiration Date Validated Byrr .'; Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards I• t •\' F r Certified By Sections from the Code FL5444-R12 Revision 2017 Approved CertainTeed Corporation -Roofing 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.harner@saint-gobain.com Mark Harper mark.d.harner@saint-gobain.com Mark D. Hamer 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark. D. Harner@saint-gobain.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Robert Nieminen PE -59166 UL LLC 03/09/2020 John W. Knezevich, PE Validation Checklist - Hardcopy Received Standard Year ASTM D3161 2016 ASTM D3462 2010 ASTM D7158 2011 Product Approval Method Method 1 Option D file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%2OCode%200nline.html 1/2 1/2/2018 Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online 09/07/2017 09/12/2017 09/15/2017 12/12/2017 i o,'i.•"AYo:ui'>.'''i'aVl l'3s4ie`i".[W i' i '' 5444.1 1 CertainTeed Asphalt Roof Shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to ER Section 5 for Limits of Use 3 -tab, 4 -tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Installation Instructions FL5444 R12 II 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-1112.odf Verified By: Robert Nieminen, PE PE -59166 Created by Independent Third Party: Yes Evaluation Reports FL5444 R12 AE 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.Ddf Created by Independent Third Party: Yes Back j Nezt The State of Florida is an AA/EEO employer. 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Product Approval Accepts: MER® Credit Card Safe ftle:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%200nline.html 2/2 V 0 TRINITYIERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, LLC. Certi/lcote of Authorizotion #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 CertainTeed Corporation Evaluation Report 3532.09.05-1113 20 Moores Road FL5444-R22 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 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florido Registration No. 59166, Florido DG4 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 I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 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 I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. QOTRINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code and 6th Edition 2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 OSNK14836 05/22/2005 UL (TST 1740) ASTM D3161 OSNK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 OSNK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 IOCA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (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 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC (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 #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; 610) 651-5847 Revision 13: 09/05/2017 Page 2 of 12 QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT201" XT'" 25, XT" 30 and XT'" 30 IR are fiberglass reinforced, 3 -tab asphalt roof shingles. 4.2 Arcadia'", Belmont®, 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 TL'" and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate'" and Highland Slate" IR are fiberglass reinforced, 4 -tab asphalt roof shingles. 4.6 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge'", Cedar Crest'", Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones UP to V,,d = 150 mph (V„It = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,sd = 150 mph (Val, = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'") exceeds the calculated uplift force (FT) at a maximum design wind speed Of V,sd = 150 mph (V„It = 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-R33 Certificate ofAuthori:otion #9S03 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/05/2017 Page 3 of 12 TOR IWry 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 614320-3, 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. 6.4t?20'". XRT'" 5. X TTM' 3.0. XRT'" 30 IR: LOW AND ENGLISH 5 5/6" (145 rr 5 t/z"ta Nay Fknt 12" 12" 12" x—(305 mm) 305 ren) 305 mm) -- t-1 m) Se lanl 1"(25 mm) TI) Jv T METRIC 131/6" 131/6" 131/6" 1"(25mm) —dant 1"(25mm) 61te.. Figure 11 3: Ilse jour nails for every frdl sbingle. STEEP SLOPE Use four nails and sle spots of asphalt roofing cement* for every full shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4586 Type Il is suggested. 1• G - Rooting Cement Apply 1"(25 mm) spots of asphalt roolmg cement under each bb corner. Figure 11-4: Use jour nails and sir spots ofatpbop ceruent on sleep slopes CAUTION: Excessive use or roofing cement can cause shingles to blister. 6.4.1 Hip & Ridfae for CT20'", )M" 25, )M" 30, )M" 30 IR: Cut Shingles 25 —11 1— -12" (50 mm) Remove,^ I` 1 1 1 jl 1 i r—-— f -— f-—- 12.. Cap Cap Cap 305, mm) Shingle Shingle Shingle I Figure 11-24: Cut tabs, lbm trim brick to make cap sbingks Englisb dimensions shown). 51' 12 (305 mm)` 125mm) 5yla Show \ l A6 lt No opd0\ate 5, I \o Figure 11-23: lnslaUalion of caps along the bips mut ridges. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NPI'"" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6'X EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 4 of 12 6.5 6.5.1 LOW AND STANDARD SLOPE Use SIX nails for even' full shingle located a:i shown help w. Nail Line tAA Neil tine 1' (25 mm) r (25 nm) Fit'are 2: Cse six nnily for ever)• fir t shingle. QOTRINITYIERD Use SIX nails and FOUR spots of asphall roofing cement for even' full shingle as shown Ixloa'. Apply asphalt roofing cement 1" (25 mm) from edge of shingle. Asphalt roofing cement meeting ASTM 1) 4586 ype 11 is su-4;ested. Hip & Ridge for Arcadia'": Cedar Crest'", Cedar Crest'" IR 1'(25an) 1'(251nn) — G UJ c-, . Fieare 3: CCse six nails mrd f nrr s/Hds of asphalt rouftiq ceinent ori slue/) slopes. Use two (2), minimum 1% -inch long fasteners per shingle. For the starter shingle, place fastener 1 -inch from each side edge and about 2 -inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8 -5/8 -inch up from its exposed butt edge and 1 -inch from each side edge. For ASTM X3161, Class F performance use BASF "Sonolastic® NPI'"" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4 -inch along the sides of the headlap along a line % to 1 -inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1 -inch diameter spot of NP 1 or PL adhesive between the shingle layers. 203 mm) l ( 305 mm) ore -T f 9 211% Hand -sealing adhesive 4- 1/4" 1/4"4-iL -------------- 314" 1" Dab of asphalt cement between 1„ shingle layers Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate ofAuthorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 5 of 12 6.6 SW ( 6trmd Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. 4 QOTRINITYIERD Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. 1 112 Cie mm1 pIcss o Additional rails it 2uuiRd. ( ` 1' (25 mnJ 1' (25 mn) Y6'(16an) 6516' 220 on) 1' (25 wM Wng Cam n, 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: SbanRle" Ridge. Remove tapeExposure from the rightside t' ` 8' and fasten 0 SECOND Fasten the . left side 8518RIGHT FIRST / LEFT Figur 17-19: Mslallallon of SbanglcO Ridge sbingles on baps and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic• NPV"" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorirotion #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 6 of 12 FA j: 001401il l QOTRINITYIERD Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. 1 112 Cie mm1 pIcss o Additional rails it 2uuiRd. ( ` 1' (25 mnJ 1' (25 mn) Y6'(16an) 6516' 220 on) 1' (25 wM Wng Cam n, 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: SbanRle" Ridge. Remove tapeExposure from the rightside t' ` 8' and fasten 0 SECOND Fasten the . left side 8518RIGHT FIRST / LEFT Figur 17-19: Mslallallon of SbanglcO Ridge sbingles on baps and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic• NPV"" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorirotion #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 6 of 12 Q0TP'..1N1-TYjERD 6.7CARRIAGE H.9USE SHANGLE® AND GRAND MANOR SHANGLE®: LOW AND STEEP SLOPE STANDARD SLOPE Use five nails for every full Shangle. L!--(25mm) (251mm) 5,11" 85/B" 16 mm) (220mm) Figure 17-•1.• 11se fire nails for ere#' fill Grand Manor.Sbangle. Carriage !louse Shangle, or Owlennial Slate. Use seven nails and ihne spins of asphalt roofing cement for every full Grand Manor Shangle. Use five nails and diree slots of asphalt roofing cemem for t ver' full Carriage Ilousc Spangle and Centennial Slate. Apply asphah roofing cement I- ('L> nun) from edge of shingle Figura 17.5). Asphah Holing cement mooing ASTSI D-1i4G 11pe II is suggested. 1Z51mm) 5!B" 16mm)j1 38 mm) or Ins 1' 25 mm) 25 mm) Rooting Csmern Figure 17-5: When instaging frond Jlanor Sbangles on scarp slopes. use serer nags and rbree spots ofaspbalt raafing cement. 6.7.1 Hip & Ridge for Carriage House ShanRle® and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles 6.8 LOW AND STANDARD SLOPE METRIC DIMENSIONS LANDMARK TL 12" 143/4" 17' 1--(305 mm) --I--(375 mm)— --(305 mm) --j srwora r. rrsrraw+aaa+n ssorrawaorca i I--1" (25 mm) Release Tape 1" (25 mm)—•I f 11h.. NailableT Asea 1DE tWJVG APIA NorthGate: Ir l— 1305 mm) WX 13" 13'/2- 1--(343 mm) ----(330 mm)—I--(343 mm)-- Ir -1"(25 mm) 1" (25 mm) --I Figure /;f-4: Use fora nails for ereq' full sbingle. Hailing ares for low and standard dopos (from 2:12 to 21:12) Nal batswn upper 6 bier Imes as storm above. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1113 Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 7 of 12 STEEP SLOPE Use six nails and four spots of asphalt roofing cement for every full laminated shingle. see below. Asphalt roofing cement should meet ASTM D45861),pe If. Apply I' spots of asplWi roofing cement uncle each corner and ai about 12' to 13" in from each edge. METRI( DIMENSIONS Imo— 12'— 305 mm) rju 1"(25 mm) Nail Area For Steep 1"— IM 25 mm) ----- 143/4. 12" 375 mm) (305 mm) rr.eear.s cease Tape 1'(25 mm)-- 25 mm; ing Cement QOTRINITYIERD LANDMARK TL 13'/2" 343 mm) IT. 330 mm) 13'/2" 343 mm) 1 "(25 mm) I _ 1125 mm) --1 t Figure 13.5. Use siz nails andfour spots of aspball roofing semen! on sleep slopes NorthGate: STEEP 12' 14-3/4' 12' SLOPE 4-(305 mm)-- (375 mm) -- --(305 m NAILING NailinA: 1'(25 mmm) betweA ver 1"(25 mm) WaInes. A ----` Nailing areas for steep slopes (greater than 21:12) and "Stont}Nalling" Nail between lower 2 nail lines as shown above. 6.8.1 Hip & Ridae for Landmark'", Landmark'" 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' 97/6" 305mm) (250mm) 6' 6' 415/16 415/16' 150mm) (15omm) ( 125mm) I (125mm) English Dimension Metric Dimension Shadow Ridge'" Shadow Ridge"' 75/6' 196mm) 1 Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate ofAuthorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 8 of 12 t Notch for Centering 12' 1 gym) Notches forAlignmerd T 337mm) the Top Edge of the Previous 180mm) Capfor5'(125mm)Exposure I L English Dimension Metric Dimension Shadow Ridge'" Shadow Ridge"' 75/6' 196mm) 1 Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate ofAuthorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 8 of 12 I 13 1/4' 337 mm) 9 27132' 250 nun) 415/15 1125 mm) cemlintg Notch Aignthese / notches to top edge of pneious course NorthGate Ridge QOTRINITYIERD 12* 30Wrri) J Laying Notch I I 5' ( E re 1 l I Figure 13-20'. Use laying notcbes to center sbingles on Gips and ridges, and to locale the aornxi exposum 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP110" adhesive or Henkel "PL® 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. Certificate of Authorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 3532.09.05-R13 FL5444-1112 Revision 13: 09/05/2017 Page 9 of 12 13 1/8" 4—(333 mm)— 6 5/8' -I-6 5/8'- 168 mm) 168 mm TCentering 131/4' ` Notch ' 194 mm) 337 m) Align these li notches to topiedgeof 75/8' t9i mm) previous course. NorthGate Accessory 12* 30Wrri) J Laying Notch I I 5' ( E re 1 l I Figure 13-20'. Use laying notcbes to center sbingles on Gips and ridges, and to locale the aornxi exposum 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP110" adhesive or Henkel "PL® 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. Certificate of Authorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 3532.09.05-R13 FL5444-1112 Revision 13: 09/05/2017 Page 9 of 12 6.9 LOW AND STANDARD SLOPE: For low and standard slopes, use five nails for each hull Presidential shingle as shown below. Nailing 40' Guide Unes (1016 mm) 5114' 13.1 mm) L 14 114' 1 112'(3t3 mm) (362 mm) NOTE: Apply nails on painted guideline. 1 Figrue 16-6.• Fastening Pfstiknlial and fteskknlial TL Sha to sbmgks on low and skmdard skF m QOTRINITYIERD STEEP SLOPE: For steep slopes, use nine nails for each full Presidential shingle and apply I' diameter spots of asphalt roofing cement under each shingle lib. After applying i nails in between the nailing guide lines, apply 4 nails I' above tib cutouts making certain tabs of overlying shingle cover nails. I' diameter asphalt Fooling cement Figum 16-7.• Faslening Aeaklenffid and F eskkmlial M Sbake sbinglcc on sleep slopes. 6.9.1 Hip & Ridge for Presidential Shake'". Presidential Shake'" IR, Presidential Shake TL'". Presidential Solaris'": 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory vAth two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' into the deck or completely through the deck. Presidential accessory comes In two different sizes: Accessory produced in Birmingham, AL is 12' x 12% Portland, OR produces 974s' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic• NPI'"" adhesive or Henkel "PL® 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 LOW, STANDARD AND STEEP SLOPE: L din T- din 11 w' Fi iue 13-1 raYruirg I@nerps.T6irgGv ou vmp.cloptr For seep slopes, we fire nails and do spas of asphalt roofing Figure /S•J lirArning /lallrmsshlr{elrs on cement for each full Ilaueras shingle as shown abowr. Apply 1' Lou, and slandard.l7opes (25mm) diameter spas of roofing cement (AsrM D 4586 7yye 11 For lots and standanl slopes, use Gtr nails for each full suggesta) umler each Fab corner. Press shingle Into place, rb nos Ilanerts shingle a:' shown abort. espose cement. CAUTION: 7bo mucl roofing canent can cause shingles to blister. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.05 -R13 Certificate oJAuthoriration #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S3-5847 Revision 13: 09/05/2017 Page 20 of 22 QOTRINITYIERD 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras 2 Figure 15-14. 18lbree-piece rmits separate to make 54 Hatteras Accessory sbingtes. 6.10.1.2 Option 2: Cut Hatteras Shingles 9„ 230 mm) I 1 I I I I I 460 mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle Figure 15-20.• Cut Hatteras sbingles to make cot>r?r cap. Fas e 460 mm).-- gosh 203 mm) _ — r ill 93 240 tr«l Figure 15-21: Installation of caps along hips and ridges 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1'"" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 LOW AND STANDARD SLOPE: Figure 11.3: Use FIVE nalts for envy lBgbland Slate shingle. STEEP SLOPE: Use FIVE, nalLs and FIGHT spots of asphalt roofing cement• for each full Highland Slate shingle. For hiland-Dade, SIX nails are required. Apply I* diameter spots of asphalt roofing cement under each tab comer. Asphalt roofing cement meeting ASTM D4586 ape it Is suggested. ras,,.o.e"r"o rr sex mu {wc rub araulM pp rxpr Was a dewrL Figure 11-.3{ Use MT nails and eight spots ofaspbalt roofrg, cmuent ander each tab corner CAUTION: E.ecesslve 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 Crest'", Cedar Crest'" IR or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13 Certificate of Authorirotion #9S03 6'" EDITION (2017) FBC NON-HVHZ EVALUATION Ft5444-R12 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 shown beloxv. Sealant 61187 -- I (25mn) 1561111n) i 13-103' -+- 11116 + 111/ 333cr.) (YUun) 13330VO QOTRINITYIERD STEEP SLOPE I ;se FOI!R nails and four spas of asphall n"tGng cement for 4.Tm. full shingle as shown Wow Asph:dl ratfing celnenl mceling ASI'dl 1)4586 type II is suygc ted. Apply 1'(15 min) six)Ls of asphalt mofing l'llnl.'lll as shoal. CAUTIO\: I:Xcessive use of ruoring cement can cause shinrles In hlisler. 6716' I :`t'RSanl TT---_-T Roofing Cement pmt 6.12.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar Crest TM, Cedar Crest'" IR, Shadow Ridge'", NorthGate or Shangle Ridge'" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate afAuthorirotion #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13-.09/05/2017 Page 12 of 12 Florida Building Code Online All - f Bp o - 'o o °•o 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 Links Sear dbpr jProduct Approval USER: Public User Product or Application Search > Application List > Application Detail FL # FL12328-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerii_eden@tamko.com Authorized Signature Kerri Eden kerri_eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 417)624-6644 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 Validation Checklist - Hardcopy Received Certificate of Independence FL12328 R8 COI TBP14001.4 2017 FBC Eval Report TAMKO Underiavmen- 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:IANww.floddabuilding.org/pr/pr app_dtl.aspx?param--vGEVXQwtDgtF2AezuarjgOLAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 113 1/2/2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 1 Option D 10/05/2017 10/19/2017 10/20/2017 12/12/2017 FL # IModel, 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 I1 TBP14001.4 2017 FBC Eval Reoort TAMKO Approved for use outside HVHZ: Yes Underlayments final.odf 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 Reoort TAMKO Underlayments final.odf Created by Independent Third Party: Yes 12328.2 ASTM Tile Underiayment Coated organic underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Reoort TAMKO Approved for use outside HVHZ: Yes Underlayments final.Ddf 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 Reoort TAMKO Underlayments final.Ddf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underiayment. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R8 II TBP14001.4 2017 FBC Eval Reoort TAMKO Approved for use outside HVHZ: Yes Underlayments final.Ddf 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 Reoort TAMKO Underlayments final.Ddf 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 Reoort TAMKO Approved for use outside HVHZ: Yes Undedavments final.Ddf 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 Reoort TAMKO 12328.5 1 No. 15 ASTM Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. 12328.6 1 No. 15 UL Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Reoort TAMKO Underlayments final.Ddf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort TAMKO Underlayments final.pdf Created by Inde endent Third Party: Yes Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.adf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort TAMKO Underlayments final -pd Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtF2AezuaggOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%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 httu://www.tamko.com Quality Assurance: UL LLC (OUA9625) SCOPE Category: Roofing Subcategory: U nde rlaym ents Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKOO ASTM Slate Surfaced Roll Roofing TAMKO® ASTM Tile Underlayment TAM KO® Master Smooth TAMKO® Moisture Guard® TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKO® No. 15 UL Asphalt Saturated Organic Felt TAMKOV No. 30 ASTM Asphalt Saturated Organic Felt TAMKOO No. 30 UL Asphalt Saturated Organic Felt Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE, 6' EDITION (2017) Issued October 19, 2017 ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated with asphalt and coated on both sides with asphalt and surfaced with granules. 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 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 TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non- perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKO® TW Metal and Tile Underlayment and TAMKO® TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOO Moisture Guards shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKOO 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 Undedayment 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 Coverinqs: 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. Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shin les Roofing Shakes Shingles Concrete Tile TAMKO® ASTM Slate Surfaced Roll Roofing Y' N N N N Y 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 YZ N N Felt TAMKO® No. 15 UL Asphalt Y Y Y Y2 Y NSaturatedOrganicFelt TAMKOO 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 YUnderlayment TAMKO® TW Underlayment Y Y N N N N TAMKOO TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the 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 undedayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Enti Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP -192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP -215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP -216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP -217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP -218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP -219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP -220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP -222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP -245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP -311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP -387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, a Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 1, G PE IV p Y R. No 74021 p • STATE OF .' 40 Off. ,c P mss ORtO,.' ;% CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 FA ,MY-rLw 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 FI -12328-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, 6'" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 htto://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: U nderlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO® ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM Tile Underlayment TAMKOO Master Smooth TAMKO® Moisture Guard® TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKO® No. 15 UL Asphalt Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type 11 underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKOV TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO®TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKOO TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non- perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturers installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50"F except as follows: a) The minimum application temperature of TAMKOO TW Metal and Tile Underlayment and TAMKO® TW Underlayment shall be 40"F. b) The minimum application temperature of 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 TAMKOO ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKO® TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering undedayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: 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. 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 TAMKOO ASTM Tile N N N N N Y Underlayment TAMKOO Master Smooth Y' N N N N N TAMKOO Moisture Guard® Y N N N N N TAMKO(& No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKO® No. 15 UL Asphalt Y Y Y Y2 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 TAMKOO TW Metal and Tile Y Y N N N Y Underlayment TAMKOO TW Underlayment Y Y N N N N TAMKO® TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturers published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. REFERENCES in& Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP -192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP -215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP -216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP -217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP -218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP -219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP -220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP -222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP -245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP -311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP -387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. R',A'i No 74021 Cr= p:. STATE OF :4/` ss 0 N AL, . C % 1111111 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 FI -12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1/2/2b18 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge ( Stats & Facts Publications FBC Staff SCIS Site Map Links Sear. bp 1 Product ApprovalAUSER: Public User t Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail FL # Application Type Code Version Application Status 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 FL3792-R10 Affirmation 2017 Approved D 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 Ext 6163 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 j 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 'd N/A Product Approval Method Method 1 Option A F • ' . -,I Date Submitted 11/08/2017 hftps:/Ifloridabuild ing.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVjdikEkuTrIzAU6DFsUcmbpCG3RoA%3d%3d 113 1/2/2018 Florida Building Code Online Date Validated 11/08/2017 Date Pending FBC Approval Date Approved 11/12/2017 FL it IModel, Number or Name Description 3792.1 1135 Roof Louver Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be Certification Agency Certificate FL3792 R10 C GAC Lomanco 135-2000 - NOA 16051025.odf Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions FL3792 R10 II Lomanco 135-2000 - NOA 16051025.odf 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: Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.01 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.ndl Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.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.odf 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 Bnrk 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_dti.aspx?param=wGEVXQwtDgsFgPhXouzzgPGbeVjdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 2/3 r a COI, TY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730,750,750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. A4A— NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Categorv. Roofing Sub-CateQory: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: NOA No.: 16-0510.28 MIAMMADE COUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 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 274/4" 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 AQency Test Identifier Test Name Date Center for Applied Engineering MDC -98&99 TAS l00(A) 03/16/95 PRI Construction Materials LOM -013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-00 1 -02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 MIAMMADE COUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 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 l8" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply %z" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant ##10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT 4, NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOFVENT DETAIL B 1 I t 11.00 750 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 MIAMMADE COUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-S SERIES LOUVERED ROOF VENT J d.°1 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE r i NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMbQ_AD_ E M[AM I-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730,750,750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 15-0831.07 and consists of pages l 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 Cateeorv: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 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 Aeencv Test Identifier Test Name Date Center for Applied Engineering MDC -98&99 TAS l00(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 1'114" aluminum annular ring shank nails. With the first nail 1'114" 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 MiAMPDAD eouNry Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf" cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply %z" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x l-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 MIAMI•DADECOUNTY 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 ME 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 ME 700 SERIES LOUVERED ROOF VENT ME 700 SERIES LOUVERED ROOF VENT 1 15.33 DETAIL B 11.00 --i 16.00 -- 750 SERIES LOUVERED ROOF VENT A.91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTVNER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 fG i 1 DETAIL C lb_CxJ —I 750-S SERIES LOWERED ROOF VENT 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 27.2 5r' r 1' 15. 3 33 i j—•-- 11,00 r-- 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMb MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Strect, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perfonn 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. A4A— 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: NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 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 l00(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 ''/z" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x l-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 M H 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 M H 700 SERIES LOUVERED ROOF VENT M H 700 SERIES LOUVERED ROOF VENT DETAIL B 750 SERIES LOUVERED ROOF VENT 1 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTF.NF.R NOA No.: 16-0510.28 MIAMFDADE COUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C MIAMI-DADE COUNTY 11,00- 1 6- t30 - 16.W 750-S SERIES LOUVERED ROOF VENT 4.91 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 9i NOA No.: 16-0510.28 MiFoe ecouNTr Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 Business '-a BCIs Home I Log In I User Registration I MotTopics' I Submit Surcharge I Stats & Facts I Publications FOC Staff BCIS Site Map Unks I Search b a ra 401 Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application Us t > Application Detail FL # FL158-R10 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer CAST -CRETE USA, Inc. Address/Phone/Email PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext 128 cparrino@castcrete.com Authorized Signature Craig Parrino cparilno@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 cpanino@eastcrete.com Category Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year ACI 318 2014 TMS 402 2016 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/18/2017 I N 0, Date Validated Date Pending FBC Approval Date Approved or rrooucc9•. 11/14/2017 11/21/2017 P FL # Modelr Number or Name Description 158.1 High Strength Concrete Untels 4, 6, 8, and 12 Inch wide lintels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL158 R10 C CAC NOA 17-0821.18.Ddf Approved for use outside HVHZ: Yes FL158 R10 C CAC NOA 17-0821.19.Ddf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other. Superimposed loads shall not exceed allowable safe Installation Instructions load FL158 R10 11 NOA 17-0821.18.odf R10FL158 li NOA 17-0821.19.Ddf Verified By: Mlaml-Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Oack SE) Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 650.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to ft public. To determine If you are a licensee under Chapter 455, F.S., please dict here. Product Approval Accepts: I FI -91® Credit Card Safe M IAM MADE MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATIONUMSION Waml, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.¢ov/economv Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHI (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",611 & 12" )Eiigh Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MIA I ADE CUNTY A NOA No. 17-0821.18 O Expiration Date: 09/11/2018 Approval Date: 09/28/2017 O y l Z 8^117 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 cmd Prestressed Lintel Details", sheet 1 of], 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 April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report onflexural 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. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2, Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality 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, titled 'Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated Mw -ch 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, Y.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Datc: 09/11/2018 Approval Date: 09/28/2017 E-1 Cost -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL $112-0209.12 A. DRAWINGS 1. Drawing No. FD461Z titled "Precast and Prestressed Lintel Details") sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4") 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory dffairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certng compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. Y &Lzl elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/1V2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMTTTED UNDER PREVIOUS APPROVAL # I4-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details", sheet I of 1, dated 03/24/03 and Drawing No. LT4612, titled "Cast -Crete 4 "$ 6" & 12" Lintel We Load Tables" sheets I through 3 of 3, last revision dated 06112114, all prepared signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1, None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D, QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources (AER). E. MATERIAL CERTIFICATIONS 1, None. F. OTHER , 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBNETTED 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 O ER). 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. L C-' Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 foHIGH STRENGTH PRECAST r 4191076 PRESTRESSED CONCRETE LINTELS i+tIL1 lilL}f4 sae. i s —`—i K J F AIEl=t?T E Si r, 1.: E1 5jy- E[77GcJ0a4_•': ua <® trtut7rrr:Icli2.. LTSSL?'] 7Ec" QLrkV7tk: Ms:j::lC] am 4CclrLtf0trsfa• CfOyil[ Et!+ 1r t• sr a1i f nel_1.iLr:f tY. fiGJiT[__"T1lL`rL1S:Jl 2,t7tT"7r]GsiV lo raAre>raff.T-q>to-csm r rmu:ar Imtyl e=_;re ar or OCIalL+I11!S:':J<G rrr"atyFlr:JaU —• " :•[Urars;olrrrrr'avrr?mto>tlts lrr tm©It+rtr,c!at rt L[LLL i(1C9Q©[ai1'ta'..,, [OGJtIGiO rr a,ar:u.l r3crrt ass rt cr. 11I rta:6=1E-M1: fC'iG[3IIt [i}JTLIii:.I Maw `. 'L,;fF3G7!ICiO C7iTii ? -+.i"; •] : mr=wx-z'311::7rLI.L J iiGitrll_.r.'ul"UCal PA lar arrauur+tr r vcrr wr rt.EN• a;rA aL crit_ -J[=Al7A9X ra lv r c jWUCTRUVtSllD carAmrrcir:au:IrGa rnnravr.+o 7 ; _ _ t_ : a y a C:•iL1 lFrm rLL '1_"J raFO M-1 wl Tl rlfflm WM U + ,, ..:.,,.;-i(.,Y rrrET raIMF=2 IrarvrT,7FMFa.Mse90 C76J Si1 h"z Lc.H . •3i.(I a. Qlj i •. rasaf3mr1 7riL=r2 arFl:i::r2 itrZ•7R1 ® iC. yC ffi i E." MIAYLD®ID_1" f["j WI-7a Ff.-".rrl_-r9fL1LJrr2rjr•• L QoO Ff . n'r .`–• f{iC">rfF'Ta fSLf [iL::fmC7f:l.[+_:: rr JF 90 sJo.r ua re erailu essaru..raarirtf::e uclt•a;ri.ta f SSi['r7[r:i[r<[!Trrd rLLt':_'rr CiF 7 t>t fJCi1[SaLa Ca L::.l ti rl3:L"J Cl7l VL:i.1C r:rL1Qs frL'"i4)ELt rLLi`.Irri L`L:7r 90 rraysrrrTcrrLarr•.it :u r r7+..n r sa•r.n mss. CRAIG .... • 'I. '.:i ,.•:'"' ; 04 fCiC9 Ci0 rFl:+'1[L+CsafI1L•':JrzlG riG31 rr_.vcr-r-rrnri srF..n ern-+crzrmals-rry.r. 6ZiiCSi%1 13M[LL'.=4]61Clf fll'1S'JIBMAI f(>t [f CG"iCtSiOl:L rrr.•,..Q'd I21 `'•CGS•5iO 3W JJ I:O.'.I N:11+IH - yi Yri [! N.raa;i; .1: anyi•r, PRECAST J A.ST- RETE AND PRESTRESSED LINTEL r ETAILSM Ce M NOTEs p tldatdc r7lpw dptl. oo°d p]e/Ja u gel Ianeom ele myma ryy od / SIl1 C aYi mEYnem'al IeeO< m ASN A°I ° D11W pA mad•r . ASN tad We u or s SO* bob for Odd a wd 1wx amt dr•doeed ly 10E teU baa4p Iap1A b ba m d 1/'i bd 3) ti.aae ea MWW bed dad lues )drb6 h na cnkl b a.. parmlbde ba w pampumarakw4m for aa,ae a tbu -dad e ilccra s rl - 14Z nae le 1 4427W- u v 14npo AN= er dad i60 d1 Yd yon a k 1 17'-1• k Ivo cmadtlwbbbirdDob VmO aro atwGq w fiYa (fie C*b Sado 16043.1 ea alp0eofila 6) 51wr. lid blab a mpkei 8 r ee0a We to bs W— 1/ r ab0ada bab.dd dad comd o Yatbd J ab-eb/ bw°abokaddl0d0aaawwah mart am* a w a"eaeab.d a) as dm .w/ aeb.b cwKwbdd bda b -m an aefa bd bum bybafigga`maelr:m n*llq memeat ad -bee d. dbaq (mm 0w l0) IIA . R0 PAW Ip waw tme alar rater b a l000ba d w bellam d w bdd o *. IS)1, •gauda.u an*W °- 1 b" .Iba at w wit b 13) 1L edeRs aodace d bldr bdaad b eduW ey eb td+ dd bode a e•oFq d dow• doped b ---dada efh ATN f IA <PPOW mo019. I4) Bade bear b 1Ah vvGml r er vpOQ ae faaamw tYroO bob deed- to awned lar on w bbaNa w w0mi baa + hwbmw Iona S IA Sob >a0d bd We beamw bad 15) fa caapwro Wd N4W not A om a• ah bed eem .aa [a- bdit -bolt. la) Por Wd I nVW ad 001-6 ta• ab bd fm•e W bnped booth dean In sob boa, ee apwkpawd abeft ba4 Ie) ado rood- bawd m mbd hip -•tab per Ari 633 ad 10 316 19) momw r bcanldadald =:jV• p ai i ( eeow mea . °eYhF cede 'da1e0d TYPE E)MCNATilk1 BRoDUCT RaVISaD w cum$yta° arhhlbo R c0A owwowkAe :aeaib)%_ I7d0 I/B TYPE LENGTH r. mnewomlo. ueam F o°wu or'C'u 6y I 12 16-26/2T 959 wamUmaAJ j L ar d 789 lam== U rw r 0,me 6'-6' (187 PRWAST 360 r 7, I NfgW 156 hr` 1 cad y31'..y 4S8 7'-6' (907 PRE= k'...a" oder 87 hood•- mm i FMW TOR 6' UNIELS s MW wR 1r UWW or Qt°0 SAFE LOADS FOR 4" SOLID LINTELS wr4o;rn GRAVITY TYPE LENGTH 4S8 3'-6' (421 PRECAST 1180 4'-4' (481 PRECAST 959 4'-6' (547 PRECAST 789 V-10'(707 PRECAST 460 6'-6' (187 PRWAST 360 7'-6' (907 PRECAST 260 9'-4' (1 If) PRECAST 156 10'-6'(1267 PRMW 116 121.18 041194" UPLIFT LATERAL TYPE LENGTH 4S8 4S8 S-6' (427 PRECAST 687 371 4'-0' (467 PRECAST 597 320 4'-6' (547 PRFCW 529 256 5-10'(70' PRECAST 407 148 6'-6' (787 PRECAST 366 118 7'-6' (907 PRE= 260 87 9'-4' (1127 PRECAST 187 55 10'-6'(1267 PRECAST 152 43 12F8 121`12 12F18 ' I .. -066:6 ,, . - ;; ••-, 666,6 61.18 6F8 81`12 61`16 cry ••,: Y yfit." r. ZEA:': LG•• '::itilhtk d''{yt t:C w .i(.•` . 'E eraiL •r' +i"w:ef e. 1: •.y 14 PG •. •. 0r 12F28 121`24 121`20 y * PRODI7CTItawslu) S, T • 11 . 1 Aswdinm'r r.p"ONd`CFWGPARa0 °e r1010-oeFMalda e 8324 CR 8O,. 678 8F32 6F28 61`24 6F20+'+r N C`SIUQ my d ua as a. `/(^J_ _ mmCAST—CRETE 4", 6je & 12" LINTEL SAFE LOAD TABL L— \VY ' 4 — nu Iwm OWAS-II aiUlN - JgIW Ii m M MU VVIWID7LST8awommf1`. Qalp FMM, 1.E - m V& "As ovim 10. We12 91m 1 SAFE GRAVITY LOADS FOR W PRECAST U -LINTELS 40"14 --ft S PEL.POADSAFELOAD - POUNDS PER LINEAR FOOT TYPE LENGTH m 6F8-I06F12-186FIG-18 WA-186F24-18SM-1 5FT2-I9 3'-6' (421 PRECAST 2332 2676 3892 5050 6148 7227 8297 9357 4'-0" (461 PRECAST 2025 2313 3892 5050 6148 7227 8297• 9357 4'-6' (64' PRECAST 1654 1887 3633 5050 6148 7227 8291 9357 5'-1lY(70l PRECAST 1067 1260 2198 3557 5731 7227 8297 oy 8225 6'-8' (781 PRECAST 949 1078 1831 2850 4328 6737 8291 9357 7'-8' (901 PRECAST 779 883 14% 2188 3151 4524 6664 9357 ac 9'-4' (1121 PRECAST 584 660 1056 1523 2084 2795 3731 5017 10'-6'(1261 PRECAST 503 566 895 1270 1706 2236 2898 3747 11'-4'(136' PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-0'(1441 PRECAST 425 477 744 1042 1 1,377 1769 1 2238 2806 13'-0(160 PRECAST 373 417 646 895 1170 190 1852 2285 0'(168 PRECASTr 351 392 605 835 1087 1373 1703 2087 4'(208'1 PRECAST N.R 2— 455 620 794 985 1198 1437 THE NUMBERS IN PARENRIESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES — SHEET 1 OF 3 SAFE LATERAL. LOADS FOB 6- PlIMART MI-INTR 9 0 S PEL.POAD LENGTH TYPE 6U8 6F8 RCMU 3'-8' (421 PRECAST 587 1055 596 4'-T (481 PRECAST 487 787 445 4'-8' (541 PRECAST 416 509 344 5'-10'(707 PRECAST 300 350 198 6'-6' (781 PRECAST 263 496 157 P-6' (901 PRECAST 222 367 116 9'-4' (112) PRECAST 173 352 74 10'-6'(1261 PRECAST 151 276 58 11'-4'(138) PRECAST 139 311 49 17-0"(1441 PRECAST 131 277 44 3'-4'(160') PRECAST 117 223 35 14'-0'(1681 PRECUT 111 202 32 17'-4' (208') PRESTRESSED N.R. 130 21 i SEE GENERAL. NOTE 18 SAFE'. UPLIFT LOADS FOR 6" PRECAST U4JNTEL.S C SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 678-1T SF12-1T 06-11 020-1T U14 -IT 6F28 -1T 32-1T Y-6' (421 PRECAST 1412 2074 2715 6 3997 1 4638 5279 4'-0" (481 PRECAST 1225 1800 2357 2913 3470 4027 4563 4'-6' (541 PRECAST 1053 1592 2084 2577 3069 3562 4055 5'-10'(701 PRECAST 831 1222 IWO 1979 1 2357 2736 3114 6'-6' (761 PRECAST 723 1097 1437 1777 2117 2457 2797 7'-4P (901 PRECAST 648 800 1249 1544 . i840j 2135 2431 9'-4' (1121 PRECAST 575 571 980 12521492 1732 1972 10'-6'(128 PRECAST 514 462 767 1121 133 1551 1FOS 11'-4'(136' PRECAST 474 404 685 985 1213 1442 1645co IT -O'(1441 PRECAST 454 38700 619 888 a 1093 1299 111 1506 In 13'-4'(1601 PRECAST 402 308 (111 516 736 906 1076 1247 Is l4'-0(188 PRECAST 368 266d0 475 677832 989 to 1145 cst 17'-4'(2081 PRECAST 253 208 338 476 585 693 803 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REM SEE GENERAL NOTE NO. 4 BRIbP''C` CRAIOPARR010 a`/OtV CH 579SEAR30560 FL.P.EUC-NO.447S PRODUCT'1tsvL%D 8alig Co sWtlh We Ploddi Aa:aycanee xo . 0 2/.18 Dab l8 ey esem co PRODUcrll MSD Btgl wTNIh0MWd3 4 Ptanu" NoCato o -a oS.oj o g ac 4I m -CAST -CRETE 4", 6" & 12" LINTEL SAFE LOAD T 9 SAFE GRAVITY LOADS FOR 12" PRECAST U -LINTELS WW'406" 1295136921258; SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12U6 12w28 12F12 -R 12F16- 1720-28 IM4-19 Ims-t8 IV31-19 3'-6' (427 PRECAST 3428 5000 58]8 7619 9352 11060 12755 14438 C-0' (467 PRECAST 2923 4232 5838 7619 9352 11060 127% 11438 4'-8' (547 PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 5'-10'(70') PRECAST 1612 2320 3218 5234 8487 11060 12755 14434,. 6'-6' 087 PRECAST 1383 1986 2879 4196 6421 10032 12755 1 7'-6' (907 PRECAST 1138 11628 2131 1,3218 1 4676 6756 9753 1 9'-4' (1127 PRECAST 795 1216 1535 2230 3083 4167 5593 755 10'-6'(1267 PRECAST 614 1043 1295 1853 2516 3323 4334 5632 11'-4'(1367 PRECAST 518 945 1162 1649 2216 3719 47 12'-0'(1447 PRECAST 455 878 1073 1513 2020 3333 4206 13'-4'(1607 PRECAST 359 767 926 1294 1709 q17 2743 3409 14'-0'(168') PRECAST 321 720 665 1204 1584 2451 3106 17'-4'(2087 PRECAST N.R 4510 631 861 1141 1750 21019',4'(2327 PRECAST N.R 343 477 700 925 1380 1609 W IIIE maws IN PMMIIF M ME PUMEW W=MG FOR ONE 40 Fifa AM REM SM OEM& ROTE R0. 4 WE GRAVITY LOADS FOR 12' PRECAST w/ 2" RECESS DOOR UAINTELS 4asr_*w 1295136921258; SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE U806 IM -20 IMA - 121314- 12RTI6- 12R l2- 18876• 2R70` 4'-4' (527 PRECAST 2536 2942 5468 7564 9640 11669 13679 15679 4'-6" (547 PRECAST 2319 2740 5468 7564 9640 11669 13679 15679 V-6' (687 PREGST 1347 1641 3555 8395 9640 11669 13679 15614, 5'-10'(707 PRECAST 1259 1758 3351 5954 9358 11669 13679 15ow 6'-8' On PRECAST 1 924 1430 12M 14415 1034 10W6 125 146 7'-8' (907 PRECAST 1 703 1 1203 2157 13494 15259 17922. 9 II32 9'-8' (1167 PRECAST 1 389 1 843 I t4514 2157 132034 4427 5417 6360 W THE RIa41E]s w PMWRF.S ME M=ff ItE0uG10Ps FOR 9WE 10 FED AMM FSK 91 GMM IFOIE 90. 4 I.eunT"`112USI 12FS IKE:MUI 13'-8' (427 PRECAST 11295148411,393 4'-0' (481 PRECAST 1 1295 484T941 5'-10'(70") PRECAST 6'-6' (787 PRECAST Y-6' (907 PRECAST 9'-4' (1127 PRECAST 10'-6'(1267 PRECAST 11'-4'(1367 PRECAST 12'-0'(1447 PRECAST W'-4'(1607 PRECAST 14'-0 (1687 PRECAST 17'-4'(2067 PRESTRESSED 19'-4'(232') PRESTRESSED 579 PLP 4'-4' (527 PRECAST 1295136921258; 4'-6-.(541 PRECAST 1213 3458 2417 5'-8' (667 PRECAST 784 22361165C6 5'-10'(707 PRECAST 747 2129 155 6'-6' (807 PRECAST 602 1716 117 7'-8' (907 PRECAST 504 1438 914„ 9'-8' (I 161 PRECAST 1 355 1 1011,L Vs'n' VRoDUCr a+a° co SEE GENERAL NOTES - SHEET 1 OF 3 HEWER OF an -.- I dawze& SAFE UPLIFT LOADS FOR 12" PRECAST U -LINTELS Q THE MOM IN PMDOIEW ARE FEME10 RMUCM16 FOR GRADE 40 FED MM RE9A SEE GE!!0+/1 MM RIL 4 SAFE UPLIFT LOADS FOR 12" PRECAST w12° RECESS DOOR U -LINTELS M SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE IMS -2T IMO -21 UAT14- 17RF16 12Af7t- =6-21 IffiT30- 4'-4' (5Y) PRECAST 1626 2685 3746 4806 5867 6928 7989 4'-6' (547 PRECAST 1558 2582 3602 4623 5843 6664 7684 5'-8' (587 PRECAST 1210 2042 2850 3658 4466 5273 6081 T-10'(707 PRECAST 1173 1984 2769 3553 4338 51U 5908 6'-8' (807 PRECAST 1020 1538 2426 3114 3802 4489 5177 7'-6' (907 PRECAST 904 1226 2163 2776 3390 4003 4617 - l9 8' (I 161 PRECAST 703 , 771 J 1472 21810J 2663 3145% 3626 AM IR FM MKMM ME PEI IR REtWMNS FOR 0 FM HOED FUK SEE ODUAL ROIL Aa 4W47 PaaOucraevu6n bdLNScbuhoa cSORlOP 03 AOCRINO In. E SPFFFifiR4Y 83584 mwCAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES W RWC MW -I4 1 00 ER XW AWAI SCA1G IU]. I I _ 1 - - - - 1 - —1 1 w IGCG:C4:L1 1 _u ww- 1 pitu" m q FAOJIIO, P - Q R0. 4iASf I WAFmI¢ aA U/Ili T a Of i 1 MIAMI•DADE - MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (ICER) 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) mvw.miamidnde.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 perforin 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 Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. 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 atter 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 atter 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. C/7 ,/ NOA No. 17-0821.19 MtAM DADS tAUNTY . // Expiration Date. 05/21/2022 09 /ZBIZe / 7 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 06/07/96, revision #1 dated 11/08196, sheet I of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables'; prepared by Craig Parrino, P.E., dated 06/07/97, revision #4 dated 04/28/98, sheet 1 of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07/30/97, signed and sealed by Christopher A. Hamon, P. E. C. CALCULATIONS 1. Calculations for Cast -Crete 8 -inch Lintels, dated 06/06/96, 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 11/11/96, 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 06/20/95 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84 M19614 dated 02/29196for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58-A66332 dated 01/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-MI9.805 dated 03/06/96for #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-A,120652 dated 04/03/96for #5 rebar by Birmingham Steel Corp. g. dL: 401my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMMED 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 #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8"Lintel Safe Load Tables". sheets 1& 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #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, perASTME-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. L'tl, 4. &, e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-9821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED 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 02/20/2006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-01.21.04 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 ebny.4 Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheets I through 3 of3, 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 (AER). 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. Malar, 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 (AER). E. MATERIAL CERTIFICATION 1. None. F. OTB ER 1. Letterfrom 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 ASTME-529-94, prepared by FTL, Report No. 16-0425.08, dated 01/26117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. Cffeimy A. M9kar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. lmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-6 sz•e eA RRUPS L JM TYPE •8" STIRRUPS "•r h umnsY _Y UHMS snRRUP nEr Is STIRR is r.:i ". tiiiAMtl+:i9I.1 <lli llr:l•11:1 '. ••• rna-AG3921MMiM9 JUL-jMfhl Lr" `ifZ5 M 3 m i F]=i1 e1Lu 7F/!3•'.::i UCSi DFf ice.! 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G IS MMM ar own= IM Alb GAWK R XUWM om art tao®la® amn as rant mala) raR= or cm -=m WL ala L u1Q0t1 W'il6ti 7/a OW AIOI ASIOI K K t• IUM m tole MM W alaalrt Am N tmN allt to call AM,•?It$ 9= sw m0 IS cmnm am" FM om oouala nota lap-9oawmt FIGN ssM aro a TU I.. cm tm ou"A Goan AIN A 146 - No, or STEIN - /, IMT INA ITL or#= tlo o m !.. /I/I N lot rIatootw cm XMML ttant t aww" rmLL6TlO IPIN; P.. /.w to (at ALL "Am am am j P=UT • 01111 UIIYS 6 a lo® Iol1R?flIm raw m ILOWI. MUM cpS . 47o t ¢I. x M OF COW= 1Oa K UM U UW of MAID UM Sawalm am L 37plam, rwlaatm 10 ealll Ulmm tot aAlolas larch. o GaNN• , • • + ENs ' '. rnoot ctllMsno J/•' j cmdsrot a9hauF tlle f Amep6Cc aowdt/¢ a o 0 3.0% o- scrrt{ r c CPJUG PARRRIO MCRSnRl8WFKKFLOW, L 4.lAl.>rNA` 'FLP.EUC.N0.4fM Mo CAST—CRETE 8" LINTEL FABRICATION DETAILS 2At:F c:RAtnTV LOADS FOR A' PREOAST 8 PRESTRESSED U-LIMTELA w,wwoea oatn=we Il FOR v . SAFE UPLIFT LOADS FOR 8" PRECAST$ PRESTRESSED U4MTtLS p iClo' SAFE LOADWeLOAD - POUNDS PER LMM FOOT rypE 3'-e' (427' PRECAST WS48 efl-012WS-40 WN 09 WN -06 06 "d-ffa-M LFNQV 765 im-o 61.12 -le arll-te etao-N 0124-30 61.15-4e eFs2 u 3'4 (427 PRECAST 2231 an 3919 Jill 4400 5101 btu No Iso 054 W4 5190 11a1a1 0314 here 4-0' (467 PRECISE 1960 851 1fD3 ffiI 4403 3M 4113 4100 75A 1161 0914 7034 Imes 6107 IIre9 547 • PREa»ST 1698 ION 2109 2110 4375 7631 4113 3753 750 C 4576 WZ 6100 10714 6224 ttare S-4' 64 PRECAST7 1217 6349 ISO 1416 3010 ION 6365 2554 7Wo 3123 73OW 36N OWag VA ISM 5-10' PRECAS/ 1082 1103 1451 1173 MI 1631 4154 21191) 1 716aft7181 2549 2549 3470 8=04 4-8' (787 PREOW 908 las INS 2177 2177 3w MOO 1 3071 1 5351 3707 aw 061 I 1 soil Gan 7'-8' (90') PREGST 7431011 roll 1721 17V 2932 2041 2106 1 365 2198 501 3191 fWad 3165 07204 9'-4• (1127 PRECAST Tyr 6" 762 IND 1245 14515 1651 2Jof 2664 3461 34M 2816 3301 OHO eek10-6'(1267 PHEW 475 643 430 105 1247 1633 2613 2511 2777 2761 2153 2516 4754 I7'-4'(136' PREAISf 162 Dei 562 946 1Jw 1310 leie 1816 ND 2140 3127 3127 4005 4100 12!-e(1441PRECAsf 337 No 65103 173 1264 1251 1564 IGH 2193 2193 Ho 7695 3641 Mn 13'-4'(160 MW 288 471 AI 755 1078 t 14m1 14 I1136 2310 ale 2667 2647 14'-0'(1687 PRECAST 279424 442 754 705 ION1326 1002 1321 1407 1097 2127 2127 2630 2670 14''(I767 PRFSIRESSEO 405 60 INt 451 t91 76 6R 1270 451 tam 09 2242 NR 2517 IM 2712 16'-4'(184•)PREPIOSFD KR.4642 tw-- 710 MRNR 1750 fat lA3 im0 ffi0 a 20(3 T7'-0'(2081 PRESTRESSED NR. US 160 1376 1409 IMP IOU 19'-4'(232') PRESTRESS D NA. 1feeRrt ns 5240 7a qt law x6 1251 NR Isis NR Tile z1'-4'(2567 PRESTt ED NR MR 240 a IM e9e 645 1114 Iss1 140 2Y-0-(2617 PRESIREM NA M 65 30 0 am let 744 146 lW tm 126'1 R8 1319 24-0'(299) PRESTRE551D NR, IR 129 Nt 230 Nt 451 ha W M 461 Nt 109E L 1R 170 dam. i SAFE LOAD WPE 8U8 ILENGTH 8F8 %MU 3'-e' (427' PRECAST 1025 1024 1698 4'-41' (4i7 PRECAST 765 753 1309 4!-V ,(547 WMAST 592 691 1073 5-4' (647 PRECAST 411E 411 745 S'-10'(701 PRETJST 340 339 816 6'-9' (767 PREOW 507 721 490 7-C (110) PRMASr 424 634 363 9'-4' (1127 PRECW 326 • 512 230 10-6'(125 PRECAST 264 401 180 11'4 (136' PRECAST 260 452 154 12!-O'(144j PRE= 244 402 137 13'-4' (1607 PRECAST 217 324 110 14'-0'(1661 PRECA4T 205 293 100 14'-V(176JPRFSIRFM N.R. 2$4 91 15'-4'(164•) PRESIRESSED N.R. 259 83 17-4'(Z01I PRESIRE55rtD N.R. 194 64 19-4(2327 PRESTRMD N.R. 148 52 21'-4'(2567 PRESIRFSSTD N.R. 125 42 2:-0'(Z54) PROS N.R. 116 40 24'-0'On PRESTRFW KR, 91 33 4Rwr+4:119' SAFE LOAD - POUNDS PER LINEAR FOOT Type W-rl er z - t aril-rr n est -u ene-n eIm-n LENGTH e46 -2r eriz-a aee-21 M -2r WM sr ergs -n era -2r 3- ((42) 160 0151 7563 20 4 3124 0% 4354 sm SM tat SIX 7m1 7011 4'-0' (487 PRECAST r361 136E MSow 2300 3010 3016 3115 6M 6351 SM tan 45179 4'-6' (547 PRMAST 12V W7 2M IWO 2M DO 3375 SAS 40P NO All 4711 6377 6371 5-4' (647 PRECAST loll Me f7t5W 1716 1 2776a We 1 2q 2876 3395 3399 W61 3961 4572 4622 6'-10•(70' PRftAST Ere 971 1547 3101 7620 4133 41D 8'-8' (787 PRFA15f 135 On 1401 I 1466 329 2790 335 3731 3 3T12 7'-6• (B07 PRECJST 727 727 I 1224 1924 1624 2177 2575 2476 2{26 W 2M Sus 3776 9'-4 (1127 PRECAST 091 591 786 Ial 1316 lA{ Ila 141fi ION 2167 7464 2300 200 10'-6'(126) PRECAST m° 670 as O(OM lloom 11159d 147: d 146lad I)MA 1731bd M 2011 1 2311 11'-4'(116'} PRFCASI A4 474 604 GO 600 42MI 1077 ono 177 lea ad 1613 tilsoll 17A 2111 17-0'(1447 PAEGlSf Ao all12"M 498 774 454 1135 130: 11 130 let ISWO eon 13'-4' 1 PRECILSI US Ota • 6" 754 705 1159 9511 416 110 I 1373 tam 14'-0' (1697 PR13CA5T 364654 410 m 724 1063 664 a5a 110M I= 1220 lWyNd 14'-8'(176 I'MIREM Ne 334 me ell 151 175 515151 tut t7K afil 224406 239 eta 6V 904 79 tN 111 1454 1054 6911 17'-4' (2061 PftE TMMD tel 102 405 60 t 74 ae I 759 (ml 1271 in 1473 19'-4• (2127 PPESIRESSED la 3151 t 651 ca 47 146 120 in 1141 5429 m21'-4•(258) PT1E MOM 147 101 M 303 ffi 454 721 624 ere 36142Ob72'-D.(2647 295 379461 sls lea biee3o 45199924'-0•(288)PRESIflPS55m 124 287 Me 4" le so enRI876 n THE NUIIWM IN PARDO S ARE PERCt31f RFIX-CnC"' FOR GRADE 40 SEE tlE71FRAl NOTE R0. 18 ON SIEETT 3 OF 3. U) 1 RaD ADDED REM SEE GFNEFAL NOTE NO. 4 ON SIM 3 OF a• PRODUt? a RQ'3 a (7DI7C7R r V OE:NPROD=R11VISHD w ontoyt"g ai01 Oro F1orld0 lCbdewa PIQk1 wAh06 1v Oul1d40onb N,- r c Z'27.7r e ro : o 0)22—T i E CLnU01 eiNERALNOTES - SHEET 3 OF 3 V,PAKMIttbb 16111 FLKRAI IOAIIMI1M3 RM WML w GENERAL NOPE HM 4 ON WW 3 OF 3• PRODUrydf R6mw Daft 649oGbKdn Z .GAMGPJIfDIP10 44,i • 892408670 d\` SWIM R. 33684 R-PLUGM.44759 RETE 8" LINTEL FABRICATION DETAILS MSN 611 0169 13Y611. IL - 6m Ill. 4021 10341 w w s= SAFE GRAVITY LOADS FOR B" PRECAST 76712- RECESS DODR U41NW- S 0""_* -Md SAFE LOAD PLFSAFELOAD - POUNDS PER UfMRFOOT TYPE 4696 ao eaFl e1FI 1164 4'-8° (541 PAEGIST 694 693 LENGTH 8RU8 mIF6-IB aF10-IeW14-1 wu- W21-11 em&l4-4` 2') PRDfJIST 1635 382 361 IIW Eve (aoy PRmw 342f 6441 7067404791003 4'-0' {547 PRECAST 1494rti.3 674 3043 2992 R64.31ad 4910 6424 UN 4775 5,a ( 651 PREM 3699 1 4060 2954roes5'-8° 86'4 PtST 866 615 177o me 2320 2439Noe 7362 7960 5'-10`(70' PflEfW as lWan 4464667 8141 pi V74t 00 x617 Alll5-10°(70 PRECAST 810 170 I6n 1600 3AS 2604 3174 3700 921 1 10W 2517 42427 3320 570 4706 6'-9` (a0°) PREi LST 797 1421 I= 3170 5016 7747 0444 7360 1765 2154 7567 1075 Nm Sofia I 7916 f 8479 I I 7-6' (90'j PRsaASi 669 73' 4W 2450 3776 5743 7231 6423 7Ie0 755 149D 2469 3716 7 2014118' PRECAST 11 400 on 1566 P53 3120 . 4691 3111 620 009 1505 2753 3170 1190 6591 THE XU693ERS H PAREMHFSIS ARE PERCENT REOIICIR9IS FOR CRAOE 40 HW ADDED RDTAR SEE GENERAL NOTE NO. 4 CENEM NOTES Q Ibbdrhr e onod OLIMg am IM / p b pdn WW1 m Fd iaW MW lis All CQ syA6o27pOII0Y.pn yA rmyM AIS 1 I ta# ftfOli tl 6aAs1 WA w w 161 F+W 1i abld 6.4 al IDs/ www 4) lh 0.6m b p".Dab l.rals 1!v Imad mhow ON V•y to 604 .MJ bulOar ., a ilamlta v/ r.r 4s/w pi! w°irp( yaFY 1 e) AFa06bmdA 14U1y11H to UL•1• *0 byr aesb mot cadw ban a DUN le 9r. 161 WA o agdea A -q n an 1717.raa/Mr aq/ 6. dkdL 6 Ger 6.15 rMs S arhr •hwheri4w/ wdali M IAM I-DADE MIAMI -DADS COUNTY o PRODUCT' CONTROL SECTION DEPARTIVIENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION Kjami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) in-ny.miamidade,eov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOP.: 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 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" dt 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. RFMWAL 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 ofthis 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. MI I A E COUNTY NOA No. 09/ 0821.18 j—' Expiration Date: 09!11/2018 Approval Date: 09/28/2017 O j JZ $/71/7 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL ##03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details', sheet 1 of I, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on 4'; 6" & 12"Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04/10/03, signed and sealed by Christopher A. Haman, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed mrd sealed by Craig Pmrino, 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, titled "Precast and Prestressed Lintel Details" sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by CraigParrino, 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 Mimni-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. FD4612, titled "Precast and Prestressed Lintel Details". sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and. Drawing No. LT4612, titled "Cast -Crete 4'; 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March]], 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 RegulatoryAf ffairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated Febrtiary 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REIN. E. MATERIAL CERTIFICATIONS 1. None. Ar-, 4 &L elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/1.1/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 1.4-0903.03 A. DRAWINGS 1. Drawing No. FD461 Z 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 1 through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS L None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBNIITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory mid Economic Resources (REV. 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. Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 MASS Mimi WLOWILLLJf Wo varLeir'a•rcyl+ti d ra.rra GEIIGi Q G iFld3 iF71I1 i.naAl J c r' 6`i 'iri r;iii r' 77 4yT.7i'ir'!aiG';4tli ri[.4:1-'•+'E'' r[s CGl• It Y:Y.iL' `JliQlii Iororr rnr In.erno 7<1C'J -f tatLa[ki"] [1Qi/ VlEITJ FG}irl Lf t! ltll./ Fi6r•L[tfYJ:3".StlSY-ii miam cYra turaru.r= r[vcs_te c r!erta l7QL•SO WURKIl. L'J mY[Z-i.l!'[tL'i" Ca'IIJ V[iL'[iC lta 4rLf rL'J [TY71lY! 1r:1JJ F Li V!T©i'af [.GiO Ftp 1 I:11L':.lr•'L]i nesrrt,»`e 1 rra mcr'r_- ,r ru.!r.itar.u frfJ [TF:Y lFi7 f:l:.J L S/ fFL"''.,[OC1tt liGa S 1 1 r : .: ala+im auar:>:ascyr:r uc;o KEC WKILIM •L:! rFY1`r" ! 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RC'i CL T.I®rFL'i_`.11FR J R'Z31 G't[l6arllS'_JiDGSifFL._'RiCii 6etaLSr%Y[3CCr:1'i ifrlJli':.1fFL JaC"Jt<fa f'L'1:.LF 9F,t9 ftp rte rra rncnn.mr.s rs:y..or Ta n+r L+ra nrn rtra • - • 0324 t• 4: :i t1 rrvs-a ri+urnn 77ra..,i cara i:rr-n crr rry rte r imrCSlme:i[ilt':[C J[:1.L`±.14CS o Y SUFMt FL 3M PEUC-NO.44m PRECAST AND PRESTRESSED LINTEL DETAIL9- mm a:q:,:lr•ax i6'1IH; r r n C A:ST-C RAE i E GD ORAL NOTES Q Ydnbk ro eat .Jlm Pxu= d 1, ON Arch a0 1•pI• a l ( ASIJ.1 G90 •IPi afeYlam ntt L e• Gpap il qpm sIwoPP Al al• bd teUm Goad m nblmm { aa. ta•FDodbaSur. bob for Wa on 0 trt t•dlla. 3) In" 19 mals bd oad had p1M& 4) iM =Aw In oaalaab bCedo Ihr puemt adtetlm to r.6 40 W•ddd rab•c f 17'i' llekl Ig2{-40 a! my Aad s ICDpp r/ 141 redceal 9 14'!0 4 7 1p s) a tae mat e< az•d awa0a• a u• a cmd VIW dd4dba Cod5•daa0 taa &II u &•• FI.A1• "an 0) Shan Md oohlr a neb•d. 7) 4' OW b%k to b• H." r/ 4 Qeaabo balmoW and 0' amwoo 40OaoL 0) bf41h0aJdandwd*aat tid+ am malty dh so &-da w 9) Ths % rodow mom 0ed/ l ad drrard 4--om f W aA ooma•Ms ed •a•Ny 7° 1 ' dlq elda d go a& to I3) The •dabr a•(w bmm 00a"ofshm COGL* 14)0 t diO•'i a 4-24g.a4 dm" W41 l ba + slaoeld EoOi S la Sdo nlBrd bol SbG bad 15) Fbr =V¢it. &W ldob, cA ulna a• •d• bad fm• oast law MW Aa•& 10) Fbr Akin wquo ml Amm ha wb bid ham oat Ivgol wo alms 11) 398 bob as apa6opaad 410016 bid& 18) SaR bah baud a mbool 4c* anOf!• O•r0 M7 md0r afld IAO MAL 19) AMwWtddotal }an o& omi IrFbad ' ociVTab (Obl ameba• 0• i0fd ka 1st 1 blob ' SEE SAFE IATEK I= GRAVITY TAM FOR LAAO FATPFO c•T`51•77^• FOR ETCH AOM MtI 1180 RLL CMASE 1/2' CER TYP :1 6 HO4R FOR 8' 1pRF1S c 5 RE8 R FOR 12' 11NW CR40 or CRBO SAFE LOADS FOR 4" SOLID LINTELS wr-44:•n GRAVITY LENGTH TYPE 4S8 Y-6' (427 PRECAST 1180 4'--0' (487 PRECAST 959 4'-6' (547 PRECAST 789 5'-10'(707 PRECAST 460 6'-6" (787 PRECAST 360 7'-6' (907 PRECAST 260 8'-4' (1127 PRECAST 156 10'-0 (1267 PRECAST 116 12U8 4Ati7t•40-m UPLIFT LATERAL LENGTH TYPE 4S8 4S8 3'-6' (427 PRECAST 687 371 4'-0' (487 PRECAST 597 320 4'-6' (547 PRECAST 529 258 5'-10'(70' PRFTAST 407 146 6'-6' (787 PRECAST 388 118 7'-6' (907 PRECAST 280 87 9'-4 (1127 PRECAST 187 55 10'-6'(1267 PRECAST 152 43 12F8 12F12 12F16 10) FIA - HA Ibbd •. 11) Odlam &W WW aba to M boaled d W 6rlbm of the b1A m,id•. ' •r:j5 `RJ• Via. ••S •.r U A d'AoD=Riv1sGD 8U8 6P8 OF12 6F16 ri omplyutp alO the Floddc9WIdIm..; mrt'iiZj oBZl.lg g>fYl Da10 fir •'1 B n n 3 ' 4+: b '•' TYPE DESIONA110H .`. , '' •^ rr. rumwaoa/o-mum 'tea= •s•: { A. ' 1'tij.• ru'mivl m''mei • e '.. j. ,F.;w,,. 'Frit i.' 12F16 -28/2T c'OO1 9111 j Laal:mrap .j71r ;>; ay.!'• imm YINIaF F^.: a ng. «;{:riS:( •5:ij•.V'. IG7. Nla' ... '. w .•T w::ili' ^..ii•:'• •••:; •.•r.` Y::•_•.+. r: pla»®mra0¢7 `-y .. ti:irc•i'.': y 'd` ticiZ;l /.y-n:a. s. • . c: 1.. a , •, a ....,. • e • :_ • • i 4S8 :: '••11 1 ,.`G . °'•: 12F28 12F24 12F20 pp '•t p ••4i ' gpFa{_O lv TKT •:1 - - F'i.`i l:F l/F ih01Fd•JlUairolarIRm `i' ;S• I i '' • * m'_•' linywiW OU la $cum. OWIdblGbd• aldm :7 J It , GPARWA90a1Nl a p TeDula tY Nple:ut mp111 6321 CR679 8 6F32 6F28 6F24 6F20 O S'S,Q G` SEFFNER 33W • ct tiffl RN' }. `/. -CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES c C VGLL.1 sWLas• ' S-tl gUN /g01W V A'aGC81 w ; 3114AS I MM V: WMMMK?X-ffLVA4036j OWOm:NL Man sly 1 OF 3 SAFE GRAVITY LOADS FOR S" PRECAST U-LWTELS IM-44MMII SAFE LOAD PLFWELOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U6 6F8-18 6FIZ-18 6116-18 61`70-18 6124-18 6128-1 SF32-18 S -C (427 PRECAST 2332 2675 3692 5050 6148 7227 6297 9357 4'-0' (487 PRECAST 2025 2313 3892 5050 6146 7227 5297• 9357 4'-8' (547 PRECAST 1654 1887 3633 5050 6148 7227 8297 9357 5'-10'(707 PRECAST 1067 1260 2198 3557 5734 7227 837J 6225 6'-C (787 PRECAST 949 1078 1831 28M 4328 6737 8287 9357 7'-C (907 PRECAST 779 GM 1459 2108 3151 4524 6654 9357 9'-4' (1127 PRECAST 564 660 1056 1523 2084 2795 3731 5017 10'-6'(1267 PRECAST 503 566 895 1270 1706 2236 2898 3747 11'-4-(1367 PRECAST 457 513 1 805 1133 1 1507 1952 2492 3163 12'-0'(1447 PRECAST 425 477 744 1042 1,177 1789 I 2238 2808 13'-4-(1607 PRECAST 373 417 645 895 1170 1485 1852 2295 14'-O'(16n PRECAST 351 39Z 605 835 1087 1373 1703 2067 17'-4'(2087 PRECAST N.R. 1 299 45S 620 794 985 1198 1437 1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR, SEE GENERAL NOTE NO. 4 SAFE LATERAL LOADS MR A" DROM11T W MrM A Cftw-4 r1 ' SAFE LOAD PLF LENGTH TYPE 6U8 8F3 RCMU 3'-6' (427 PRECAST 587 1055 596 4'-0' (487 PRECAST 487 787 445 4'-6' (547 PRECAST 416 609 344 5'-10'(107 PRECAST 300 350 198 6'-C (787 PRECAST 263 496 157 7'-6' (907 PRECAST 222 367 116 9'-4- (1127 PRECAST 173 352 74 10'-6'(1287 PRECAST 151 276 58 11'-4'(1367 PRECAST 139 311 49 12'-0'(1447 PRECAST 131 277 44 13'-4'(160) PRECAST 117 223 35 14'-0'(1687 PRECAST 111 202 1 32 17'-4'(2087 PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST U -LINTELS Mp4mN SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6T6 -IT 6FI2-116176-IT 020 -IT 6124-1T 6128-11 6F32 -1T Y-6' (42) PRECAST 1412 2074 2715 3350 3997 4638 5279 4'-0' (407 PRECAST 1225 1600 2351 2913 3470 4027 4583 4'-6' (647 PRECAST 10&3 1592 2084 2577 3069 3562 4055 5'-10'(707 PRECAST 631 1222 1600 1979 2357 2736 3114 6'-C (787 PRECAST 723 1097 1437 1777 2117 2457 2797 7'-6" (907 PRECAST 648 04 88300 1249 154/14 164000 2135 M-2431 9'-4' (1127 PRECAST 575 57100 M. M2j 1492 1732 1972 10'-6'(1267 PRECAST 514 462(w 787 1121 133q i 155IJ 1766 I1'-4'(1367 PRECAST 474 404 685 985 1213 1442 1645 If—O' (1441 PRECAST 454 387 819 888 14 1093 Is 1299 1508 is 13'-4'(160') PRECAST 402 308 516 738906 1078 1247 IN 14'-0'(1687 PRECAST 366 285 475877HIM989 Its 1145 to174(2067 PRECAST 2S3 208 338 176693 I 803 Q) THE MIMBERS IN PARENTHESIS ARE PERCENT REDI CTIONS FOR IOWE40RaDADDEDMAR, SEE GENERAL NOTE N0. 4 ! PRODUCTRBvISM ' v8h o Flatda 9l"p M! pmnee No - O 21.18 8 oQ,P• •. G; Eros ,O'•, ' BY 44 - iT ,•,, l, T ' F,,r' j,` Q• R 1 CRAIt3PARRINO SEE GENERAL NOTES — SM CR 5M SHEET 1 OF 3 4`, 1VA1 t ", MFIER. rrr411 R-P.E.UO.NO.44755 DUOI'RBv1SODa._ ly! N11hthe do Am a ooT 18I a CAST -CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES a[ loam ossiR a aslrml stn raua wawmum suln lass ouT, S trJw tARI 4h RG -R0. I. 1117i odN'91d114. LT(d2 Mir 2 or S SAFE GRAVITY LOADS FOR 12" PRECAST U -LINTELS F13R%vaEE:AST LOANM s SAFE UPLIFT LOADS FOR 12" PRECAST U -LINTELS Afrll SAFELOAD SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1296 12w29 Iz 12- 17F16- 12720 29 12f21 -2e ttf18-26 12FS?-28 3'-6' (421 PRECAST 3428 5000 5838 7619 9352 11060 12755 14438 4'-0' (481 PRECAST 2923 4232 5838 7619 9352 11060 12755 14438 4'-8' (541 PRECAST 2396 3464 5304 7819 9352 11060 12755 14438 5'-10'(70' PRECAST 1612 2320 3218 5234 6487. 11060 12755 1 6'-6' (701 PRECAST 1363 1986 2679 4196 6421 10032 12755 141 T-6' (901 PRECAST 1138 1628 2131 3218 4678 1 6756 9783 1352J( 9'-4' (1121 PRECAST 795 1216 1535 2230 3083 4167 5593 7552, 10'-0'(126') PRECAST 614 1043 1295 1853 2510 3323 4334 5632 11'-4'(1381 PRECAST 518 945 1152 1649 2218 2893 3719 474 12'-0'(1441 PRECAST 456 678 1073 1513 2020 2817 3333 4208 13'-4'(160' PRECAST 359 767 926 1284 1709 2188 2743 3409 14'-0' (168') PRECAST 321 7200, 865 1204 1584 2017 2451 3106 17'-4'(2081 PRECAST N L 451, 631 861 1141 1428, 1750 2102 19'.4'(232) PRECAST N.R. 343 477 700 926 1152 1380 1609 p K FaFAM W PA OMM ARE PUCW RFD X= FOR QOOE 40 MO MOW FnK SEE OTNFRIL NMI R0. 4 SAFE GRAVITY LOADS FOR 12" PRECAST wl 2' RECESS DOOR UAINTEL.S CwacT- m SAFELOAD SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12806 17RF6-26 TlBFIo- Il6Fl4- 126716- 11822- 11RF26 12RT 4'-4" (521 PRECAST 2538 2942 5468 7584 9640 11669 13679 15679 V-8' (541 PRECAST 2319 2740 5468 7584 9610 11669 13678 16678 5'-8' (687 PRECAST 1347 1841 35% 6395 9640 11669 13679 15OU 5'-10'(701 PRECAST 1259 1758 3381 5954 9358 11619 13679 15 6'-8' (801 PRECAST 921 11430 2633 4415 6864 1 1 11 7'-6' (901 PRECAST 703 1203 2157 3494 5259 7922 9 11 9'-8' (I 161 PRECAST 389 843 1451 2157 3203 4427 507 8380 C SAFELOAD PLF LENGTH TYPE /2U8 12F8 RCMU Y-6' (427 PRECAST 1296 4841 393 4'-0' (461 PRECAST 1295 4841 299 4'-6' (541 PRECAST 1049 3922 2417 5'-10'(701 PRECAST 681 2547 155 6'-6' (787 PRECAST 579 2187 1 7--6' (907 PRECAST 474 171 914 9'-4' (1127 PRECAST 355 1326 58 10'-8'(1261 PRECAST 306 1143 454M IV -4' (IV) PRECAST 278 110411 38 12'-0'(1441 PRECAST 260 971 3 13'-4'(1601 PRECAST 229 857 278 14'-0'(1687 PRECAST 216 809 251 17'-4'(2061 PRESTRESSED N.R.6 16 19'-4'(2327 PRESTRESSED N.R. 534 130 JCL VGnuvL nuir 10 LATERAL LOADS FOR PLP LENGTH i znvo unro • • i •- 4'-4' (521 PRECAST 1295 3692 258 4'-8', (541 PRECAST 1213 3458 2417 5'-6' (687 PRECAST 784 2236 165 5'-10'(70' PRECAST 747 2129 155 6'-6" (601 PRECAST 602 1716 117 7'-8' (90 j PRECAST 504 1438 914 9'-8' (1161 PRECAST 1 355 1 1011. (.15129'": 4mmolm SAFE LOAD - POUNDS PER LNEAR FOOT LENGTH TYPE 12F8-21 12712 -2112F16 -2T ISM -2T MAT 2T 32-27 Y-6' (421 PRECAST 2752 14287 5613 6938 8254 9589 10915 4'-0' (487 PRECAST 23% 3721 4872 8023 7174 8325 9477 4'-6' (541 PRECAST 2113 3291 4310 5326 6347 7365 8384 5'-10'(70) PRECAST 1623 2527 3310 4092 4875 56% 6441 6'-6' (781 FRECAST 1444 3114 1072j 3675 4,373 5081 5784 7'-6' (901 PRECAST 1267, 1767 3390 319 3806 4417 j 5028 9'-4' (1121 PRECAST 1028 Wit.2WOONSA 2663J 2590 3067 3583o 4079 10'-6"(1261 PRECAST 920 947 1612 2281 2764 3209 3653 11'-4'(1367 Paan 858 82904 1401 1982 2441 2904 3364 12'-0"(1447 PRECAST 814j, 753 1269 1788 2201 2618 3032 13'-4'(1601 PRECAST 678 633 1057 1485 1826 2189 2513 04 14'-0'(1687 PRECAST 622 586,jj 974 13659, 1679 1993 2309 17'-4"(2081 PRECAST 434 427 695 964 1182 1402 1623 19'-'(2327 PRECAST 366 3701 593 817 1002 7187 1372 Q 19 R AMM IN PAWMW W PF1W f MM== FOR GM b MD AMM FEW SM GFR K NO% $a 4 SAFE UPLFT LOADS FOR 12" PRECAST Wl2" RECESS DOOR U -LINTELS 4 Al1f SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12916-2112AT10- MT14-2i 17RT16-2 II6F?241 I 12RF10- 4'-4' (1527 PRECAST 16215 2885 3746 4806 5867 6928 7989 4'-6' (541 PRECAST 1558 2582 3602 4623 15643 8664 7684 5'-8' (681 PRECAST 1210 2042 2850 3658 4466 5273 6081 5'-10'(701 PRECAST 1173 1984 2769 3553 4338 5123 9906 8'-8' (601 PRECAST 1020 1538 2426 3114 3802 4469 5177 . 7'-6' (907 PRECAST 904 1226 21 2776 3390 4003 4617 fire (1187 PRECAST 703 771 147 2181 2663J 3145 3 n THE f0111FBEEl6 sy PARENOIFSS ARE PE160Q f5]RLIGVS FOR - acr. vl 1.vic to ,-N Alm M PM RIQ,56 ARE POEFlIf F4DUflgNS FUR WJJX 40 FED MW FSFIFFL SFE GEN04L WE N0. 4 '.` G . •' • •ENS 40 RW MONO RESFA $EE tFt A OWE K 4 PRODucrRe"m, ecamdld, mFha F74ida .447 9410DUCT RFiV13LiD A phaouM" _o 7Fr:• *• rlaFrlmThuFlaalda Cue PAFFM valioa fAb 8Z/,/g + ,pr Aeoq 1 CWoddN000D o o ., j013 6MCR5M ewm sm SEE GENERAL NOTES —SHEET 1 Of 3 AL its FL P.F—gm,%0).11WQ;56 e F WWCAST—CRETE 4 6" & 12" LINTEL SAFE LOAD TABLES 10"' FRE IWFO am -14 OAAYS Ri lONw AARAW scEu ILTst Ed eCG1 • oA11, s s aaaao m Aum PAFsmFI. PE - M R0.4414Y owbteRa Fsm: Rucr s a s M MMM NIIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 805 SW 26 Stree; Room 208 BOARD AND CODE ADMINISTRATION DMSION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mv«.mianudnde.gov/economy Cast -Crete USA, Inc. P.O. Boa 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dada County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Panino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -bade 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. Malar, P.E.,, M.S. IAM DARE COON NOA No. 17-0821.19 Expiration Date: 05/21/2022 09 /fig/-&* J #' 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 06/07/96, revision #1 dated 11/08/96, sheet 1 of], and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables". prepared by Craig Parrino, P.E., dated 06/07/97, revision #4 dated 04/28/98, sheet I of], both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07/30197, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8 -inch Lintels, dated 06/06/96, 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 11/11/96, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, RE D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06/20/95 for pre -stressing strand by The Crispin Company. 3. Mill Cert fed 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 02/29/96 for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58-A 66332 dated 01/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84 MI9805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-1120652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Ramon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8 -inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: L 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. c fielmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05!21/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 02/20/2006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMMED UNDER PREVIOUS APPROVAL # 11-01.21.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mwmi-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 I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High 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. K 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. Malar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/x8/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTTED 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 ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTME-529-94, prepared by FTL, Report No. 16-0425.08, dated 01126117, signed and sealed by Idalmis Ortegc4 P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (AER). E. MATERIAL CERTIFICATION 1. None. Cffeimy A. Makar, .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 SUBMTTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2017 Edition. X'11 nl W. 9'4 elms 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 ASTM R T HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS PRoD=REVISED . MWUCfR CWPD u ti= w71N IM ROMAnd,r (' w. 7/34"d BA STIRRUPS U32'',OBAJR TYPE `8" STIRRUPS Y n STIRRUP UETAlLS F:RUP DETAILS571 -- T. CIF lha 7.15 2a 2L we I A Lf W NOW L111M RE41FOf.C11/ C_d FAaalLilON Y00[L .• 1 Mau up- sR'M YiR7 1PL M O r wr cf.resaO rrct rnirvarlllo GM r .wea_ noN uaon. M rROlaOATlIIOi WVLWRWI a MQ FM PROD= AfMYAL Q a I'Am lm or awrm f Lao ANO OARmr aC 1WROOVCm as aaraoulm um" flu mm roam cows Or asp_ lW fL 931. an um 1. oWU w =6 7/ra WX Alm mua ASN AAia. mops marL a f...wo rn MA AU. moor a mal tw" A. MIA MW= MgR-OAtIr- 1. warrOw_E' myn mmaaO a. Aalc m maL anon w rmrrra amauao a omaao afAa>tw RuaA wrn oro as Ra La4 go rW aauwasMSUN= lrA - • F am as 11 am Y0a0. Alam a Saw" nom fAW m a aA roo.m ar routnnUM Alla ra mm W caamc gly K Ulm a Um W rusn=o uxm xmmwW 049 m MW UrMw Ala USXK i RMM RNs ' '; laanlActoxvtoro muw PloA.b AMeplrarNa 0 Oi,aZ A. •' O' 19 ,; iARRWO JS -'\ J RlQ. J SWRjg,FL3M Girt CONAL sNG• FLP.E.UO.NOAm - CAST -CRETE 8" LINTEL FABRICATION DETAILS a"A ummRai 71Llpm Nix `:fLi" L1LxZamE 7C yi [3 [II LL 1 t/L' i:.`J L1C`Ji t/:7 t ci CllFiL:<' 0 6ACa1[3ITJLff7DT 1[iM7MiA lLUJtk"tl ii WI= Et`CiL [3fL7 FIF.1 Dc:'..r16 i DT 7it]>•LL 3GYlt•tQ CIF lha 7.15 2a 2L we I A Lf W NOW L111M RE41FOf.C11/ C_d FAaalLilON Y00[L .• 1 Mau up- sR'M YiR7 1PL M O r wr cf.resaO rrct rnirvarlllo GM r .wea_ noN uaon. M rROlaOATlIIOi WVLWRWI a MQ FM PROD= AfMYAL Q a I'Am lm or awrm f Lao ANO OARmr aC 1WROOVCm as aaraoulm um" flu mm roam cows Or asp_ lW fL 931. an um 1. oWU w =6 7/ra WX Alm mua ASN AAia. mops marL a f...wo rn MA AU. moor a mal tw" A. MIA MW= MgR-OAtIr- 1. warrOw_E' myn mmaaO a. Aalc m maL anon w rmrrra amauao a omaao afAa>tw RuaA wrn oro as Ra La4 go rW aauwasMSUN= lrA - • F am as 11 am Y0a0. Alam a Saw" nom fAW m a aA roo.m ar routnnUM Alla ra mm W caamc gly K Ulm a Um W rusn=o uxm xmmwW 049 m MW UrMw Ala USXK i RMM RNs ' '; laanlActoxvtoro muw PloA.b AMeplrarNa 0 Oi,aZ A. •' O' 19 ,; iARRWO JS -'\ J RlQ. J SWRjg,FL3M Girt CONAL sNG• FLP.E.UO.NOAm - CAST -CRETE 8" LINTEL FABRICATION DETAILS 94ACR nRAV17Y r nAes FOR 9a PRE8 PRESTRESSEDESTRESSED Ua..INTEL8 RwPRACA91FSAFA PRKSY BTERAL ED FORINTEL8 SAFE UPLIFT LOADS FOR 6" PRECAST& PRESTRESSED U4 NTELS 4XII- 1W SAFE LF AD SAFE LOAD - POUNDS PER uwAR FOOT TYPE 8U8 6 aaAn2-05 ams-ar" Or24-00 WI&W 61,32-0561,60 LENOTEF 4'-0' (481 PR&W sta-19 4n2-te SI6-16 ef76-u I62FI6 LM -18 UU-16 3'-8' 4 WOW 2131 am 300 3719 460.1 6163 61%3 9607 7547 MR 6974 1502 10394 1091 11009 0' (467 PRECUT 7066 2241 2693 I 411115 3120 6113 4610 7547 6661 ON 704 1094 silly It= 4-8' (547 PRECAST1608 363 1112 2169 2110 4376 WI 4113 3757 7512 on 4774 U72 WW 1 10294 6221 I= 5-4'641 PREQLiT 1217 t3P9 1667 1436 3010 1909 6315 25W 7511709 3123 7312 ms 6732 420 10132 6'-10'(ro7 PRET7IST 1082 11051451 1173 2072 tat 43i0 2090I M716( 100 3009 3M 6376 6'-8" (181 PRECAST 908 1236 1236 21 2177 3460 17 5761 17'-4(2061 PRESIRFSRD 439 6041 1675 7,-6' (907 PRECAST 7, 1011 roll rRt 1 2632 2611 31961 NR 3191 6167 3665 9471 9'-4' (112') PRECAST r4 s" 762 1160 120 1615 160 2544e 48 91 2616 162 910 10-6'(1267 PFEGlST 475 135 w an IOU 1247 1513 29937 2W3t 470 Oro 210 nu 4756 114(1367 PRECAST J62 Z 262 su 442 I= 1366 1949 16465 used a0 3132 3132 4001 40M If -V'(11441 PRECAST7 337 510 540 613 VS 1251 1254 96613 16843 m 2805 nn 3558 MZ 13-4' 1 PRLiAST 471 296 al 762 765 1075 1075 11286 14286 322 980 2316 916 2163 2661 14'-0'(1661 PRECAST 219 R4 442 703 706 100! 1002 13757 I=7 761 12 2127 2127 200 2630 14-8'(1761 PRMRESSED IL 4% ru 763 bi 1370 to 160. Ns 2245 MR 2817 66 nu 1 6'-4 (1841 PRESIRFSSFD N R 6a 412 NR 710 56 1260 mt 1733 Na 2076 NN 2332HRDt3 17'-4'(2081 PRTSMM NiL 300 M 510 Nit 1 M Is Ian III IM 9N 1 W 19'-4'(232) PRESTRESSM N.R. 235 420 IR 24'-0' (2867 00IRE55E0 21 1212 51 Isar 71 OI6 21'-+`(256'i NA 1 3 i0 CNRO 1111 1339 T4 22'-O'(264")PRDIRESSEO U. Nit 167 ON 316 top NR 120.9 NR IDI 24-0'(2881 PRE57RESSEA N.R. Nt 129 23 230 1304 064 RI 6611 NR 1092 PR lssf V V G"• SAFE LF AD LEE413i74 TYPE 8U8 8F8 Rt;1AU 3'-6' (421• PRECAST 102-511024 1598 4'-0' (481 PR&W 765 763 1309 4-8' ,(541 PRECAST 592 591 1073 5'-4 (641 PRECAST 411 411 745 5'-10"(70') PRECAST 340 339 61 is, 6'-6• (781 PRMW 507 721 490 1-6' (907 PRECAST 424 634 363 9'-4" (1121 PM -45T 326 • 512 230 10'-0'(126' PRECAST 284 401 180 11'-4'(136' PRECAST 260 452 154 1T-0'(1441 PRECAST 244 402 137 13'-4' (1601 PRECAST 217 324 110 14'-0'(1661 PRET,IST 205 293 100 141-6"(1761 PRESIRF= KR. 2$4 91 I6'-4(154) PRESTRESSED N.R. 259 83 17'-4(2061 PRESIRFSRD N.R. 194 64 18'4(2321 PRE8TR W N.R. 148 62 21'-4'(2561 PRESTRI0 NR 125 42 22'-0'(2541 PRESTRFSM N.R. 116 40 24'-0' (2681 PRESIRE M KR. 91 33 4AW409W SAFE LOAD -POUNDS PER LINEAR FOOT TYPE 03 -rt 1012 -17141`10 -Ir Apia-rr aM-Ir AF2a-IT 5112-tr LENGTH us -II eerF-a 1 Ine-21 VW -21, U24ar 121.1 a2-21' 3-6' 4 PRECAST 10 2067 3W 4394 4314 52D nU 4132 7001 7001 0" (481 PRECAST f= 1363 2300 2307 WW 3060 3516 3515 R70 bas 6125 ea7f 6m4 4^8' (541 PREZ315C 1207 12m tom 20(0 2107 2707 3775 3315 4oR 4015 47ti 4711 an 510 W-4 (641 TNS 1014 1010 DI• 1716 29R 2276 2175 we 199 3W 4 Bel 412: 1 4622 G -10'(7D1 PRECAST 5m 92! 1557 1 20x(1 1 203 2593 3 310 4133 (41 Ill 6'-M (781 PPZCAST a 10 NOT 1/oi bas 9a 950 3251ad 3251 3M 3712 7'-6' (907 PRECAST 727 732 1 1m 16!( 1124 2075 2073 2425 217 ten 3278 9'-4 (112' PRECAST 91 UI 705 an IUO ale 1474 lea? 1815 1961 2117 2500 2611 10-6'(1267 PRECAST 630 63) W6 695 the 1180 Ilea 102 1461 17m 1736 209 2011 2345 11'-4 (136) PROM a4 414 607 eoo M 1037 Ia=n 132 NQ 1513 1196 1753 2W TZ -0' 114 PRECAST1 470 Oro 455 as0 724 040 500 1302 II 16W 1359 151 15® ad 2076 t3`(11D1 PRE015T used a0 607 7m les 1159 966 10 1147 I 1323 CK 1x87 14'-0"(1681 PRECAST 25 m 724 063 ee9 nu IlW 1612 1220 180718 1C 5 {1761 PRESTRESSEDall 95 463 322 980 Iz 1 575 515 Awl 1734 15'-4'(1641 TRf55ED13PISM2201 4ae ale m ON 761 12 911 14m 1054Seee17'es 403 100t9'-4'(2321 ala 765 a7s301: Pr6SIRESSID01 253 349 420 4R 523 6a 84 7a 12VOdl21'-4'(2561 PRFSIRESS£D0/ m 373 s» 721 9os a lore ZZ-O'(2641PRE5TRESSE0 a7 137 197 a 29 TO 14 In sU 112 488 40fid as bd 03D 949 24'-0' (2867 00IRE55E0 121 1N I 202 717 3lf 352 455tiW 16 492 561 070 THE NU481ERS IN PARDFUM ARE PERCENT REDUCTIONS FOR GRADE 40 • SEE GENERAL NOTE N0. 18 ON SIM 3 OF 3. Itl1 osis AI¢ VOL") 19JNI 1IW73 MM UKNX w nE1D ADDED REBAR SEE CFFrEM NOTE NO. 4 ON SHM 3 OF 3. `" GENERAL NOTE N0. 4 ON SHO 3 OF 3. PItl7DUCriiBVISED PP.GDOCrRBHinVEU i'mddaullrmso OttGEN • , t700DU1714F19160D Is eomplybq %rith the FloAdo 0°rjp1 ' OWMIRg coke a , n Ab 0227•/$' IOoro No : 0 OOmav 4vOhwot7afa. Ao$eptauc No ' 7c-stlon Osm,/Z•o Z',8 DaI° z * : ; * ` Arap oaeNo -o a . o Z. O" Il r or7i6T' / 7 ng16u1.6DauTEQF f CRAJ6PAfwINO Il 70' r r` 6S241TT6T9 SEE GENERAL NOTES - SHEET 3 OF 3 Gym c"'oo1 M d y' p r :. , r 1j C, SEFF R R. &9684 n aymN t% FLPELIC.N0.4476_ NP8 40419 SER OF mte CAST14CRETE 8" LINTEL FABRICATION DETAILS Y 1,Rr11790 O W,% 1awlm =rAaAr0.-9mlatu94 1 fW0 arm Slate 0610 Wup4 I WWW tfAo NmDI RG -124 C0. 4OS9 4101 9500 2017 SAFE GRAVITY LOADS FOR 6" PRECAST wt r RECESS DOOR U-LAMfELS 1P'M SAFE AD LFSAFELOAD- POUNDS PER UNEARFOOT TYPE tIRF1 00 NA OFI 99TI84 V-8' (541 PIRCAST GM- 0 ar3o- LENGTH 5'-8' (651 PRECAST W* -M W14 -M WWI MU -1 eel7hie if 4'-4' (52 PRECAST 1655 1749 3165 3950 4319 5421' 6107 M67 509 874 1691 30 9706 SIM bow gas 10697 4-8' (54') PRECAST 1494 1395 1756 3003 SW6 2997 5206 3966 6636 4246 6060 5024 4476 6904 1003 5'-8' (6B') PRECAST 8839 970 1770 ITIS 2777 on 31 3900 1739 17071107240456767490711709311 5'-10°(70' PRECAST 810 Be I03 1600 2124 1 2640 1 3174 3700 279 27A11132342142426630 920 74 6706 PRECAST 797 WI 1625 3126 56{6 7747 6445 M WO 3999011525312DSOib797564701 7'4' (90') PRET;ASt T9 1490 249 3776 6747 7230 5623 9'-6' (118") PRECAST 395. 755 14W 2459 3776 6743 2180 1 9'-73 (116' PRECAST 411 1072 096 150 22W 3129 • 4091 3148 5" 9d1 150 2257 3129 40 5091 Q) THE NUMBERS M PMEN MIS ARE PERWIT REDIICTi0N5 FOR GRADE 40 FEW ADDED REM SEE MEM NOTE NO. 4 n pp ar aa11 11dfapalpl- Ie{00°b " fm0-6mrndlb 4 a9F aLtl•.m ml aw a.4olatlxa 1 n1./ 61( I3L( 1, 11 1 i4'. A 9.0yIIn .J111141 g01p 64 0_ p4 AdaW N 3) pail Id ae(.1 bad ad IN" Ide& O ndlm d b adae ilyl'dsna. cgMMUS 11W Dead Imcda h. 7 Ib9 aief- 16x3 M'. 5501 1yi02 a9 vAIdsmAarwl) iraathm p ane 9dd 4103. 8 D'-1• Aad Iagd ma.b LA M« bnds6afa3 W aeiHim mu6y 0a N.dd. 9a7dYp a. srdem beda v< a Budd 4 shag Rd mdrb m aaoaa[ Aoon 7) Or JJ.7 rrobw aq d . &&W for bo )3 rebam 0.b'.d/a a4adaead Jde alemdd ail wm* nth Oe adal.dad 3a, 0 Nl' ab alatlnmaa a1mil wmal'iod ddmwIrmd d-aap 6oOaf Taw d ag7al 10) 6R - Dal 8" ' I I) bum low aith rear is k bold d ba wb= at W T.hl ar07. 9AFELATERALLOADBFOR a-bbCrnAanda•.berlevahrlrW IfJfAITRIt C e SEE GETm N1>TE 18 10 tomes W IO/adl` d pw0 L' bq mla6.a at th cads 4 asmofab It) U. ahidn4- d kklr Iban a cow" d ddm aN6e1r- r a¢ wadl Ka(dwib p0 a NY a fp(mdl aedy. IQ bbl.d'.e.ai b. dsld lif U4• n ao dl.a J pit k"phfY9_ gmLd slr.ve .dam } balmntd t..l t IA IQ ra e.apef9s add floods at Oeaa, mal. b.a from and bw bdW ahem Id) Nr Md Ill at *m ib =10 ked lam m d bapt kPA ftm 17) 3d. Inds U..a7Wfl"d .6x.66 bale 10 So bub head a r ad dupe amyb pr Aa 00 gad AS 711 t9) AMr.W bb.d but sadb aal 1. a M 16a IWao k ea/An dur w addawd .ne.l. enemy Baia a6w. Oa Oah[ Su d 6dai• 1/2' CER a SEE SAFE UM.LL LOAD p IM FFOR 1010 WUM FIAT CM716, 15 aIBM SAFE UPLIFT LOADS FOR 8" PRECAST wt 2' RECESS DOOR U -LINTELS 4 ^X-40iNrroSAFEAD LF LENGTH 8RU6 8RF6 RCMU 4'-4% (5Y' PRECAST 738 757 1164 V-8' (541 PIRCAST 694 693 1073 5'-8' (651 PRECAST 408 407 865 V-10'(701 PREPAST 382 381 616 6'-8' (80' PRECAST 595 788 464 7'-S' (201 PRIXAST 509 874 363 9'-8' (I 161 PRECAST 370 490 214 e SEE GETm N1>TE 18 10 tomes W IO/adl` d pw0 L' bq mla6.a at th cads 4 asmofab It) U. ahidn4- d kklr Iban a cow" d ddm aN6e1r- r a¢ wadl Ka(dwib p0 a NY a fp(mdl aedy. IQ bbl.d'.e.ai b. dsld lif U4• n ao dl.a J pit k"phfY9_ gmLd slr.ve .dam } balmntd t..l t IA IQ ra e.apef9s add floods at Oeaa, mal. b.a from and bw bdW ahem Id) Nr Md Ill at *m ib =10 ked lam m d bapt kPA ftm 17) 3d. Inds U..a7Wfl"d .6x.66 bale 10 So bub head a r ad dupe amyb pr Aa 00 gad AS 711 t9) AMr.W bb.d but sadb aal 1. a M 16a IWao k ea/An dur w addawd .ne.l. enemy Baia a6w. Oa Oah[ Su d 6dai• 1/2' CER a SEE SAFE UM.LL LOAD p IM FFOR 1010 WUM FIAT CM716, 15 aIBM SAFE UPLIFT LOADS FOR 8" PRECAST wt 2' RECESS DOOR U -LINTELS 4 ^X-40iNrro SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 61F9 -1T 0-iT OM -I IS -1 tt 101ill OAF30-rt LENGTH er06-II8151 884-11RF18- 6872- deF21- 39'-1° /y PRECAST OU taEa 2762 706 5751 4W 5 , 606 ium 4767 3090 3731 4445 lid IIIb 4,-6, (541 PRECAST 667 1804 vn 7070 7607 4D5 067 IM 2272 209 3607 4276 RMZ.m 5.a ( 6n PRECAST 87S I 1707 1320 2054 3A2 075 1739 1707 7318 285{ 3]62 5-10'(70' pff" T Ess 1291 17 399 2373 3206 7 Aal1i y N 0°i'°Q t Its 1233 1746 279 27A 6'-8' (80 PRECAST 570 920 I 7000 7420 2879 3720 570 1080 TSiO 106D 7429 WO 399 r-6' (90' PRECAST so 742im 1361 IM 2186 2M 2066 608 8.98 1384 170 2160 2567 200 9'-6' (118") PRECAST 395. 68 654 1222 I54 1 2180 395 So 1072 1788 r7m 2016 2]31 t) THE NUMBERS N PMRMEM ARE PMCEIK REDUCIIM FOR CAME 40 FIELD ADDED REM SEE GTi W NOTE NO. 4 ffi!@ BF9 M2 am TYPE DESIGNATION r F - r67®t amul u AS MCR679 p` 8Efwm FL 83564 Y1um 8F16--1 B/IT 1. lid IIIb 11097 4s mm a "now d 0I 10691.6'Oy o`.s''.%)'"• It M0DUCTRaVISGD i:1 n OIY 18 a.t61ula FTotid:er 7 Aal1i y N 0°i'°Q t D= V. ItODUPrRpyl6p,D fY.na r Do0bi011hoFlalAb oZ ORIIK4PARRWO AS MCR679 p` 8Efwm FL 83564 a ra_7• a7 aCa, lii:73a:: ra, avr. Triii,G3;7.\iwl lYYrL[Nt54 rlrkii +CAST—CRETE 8" LINTEL FABRICATION DETAILS Ir ra.rr.ri:7:Ii c n; his-zral<l r. rwa;rn a•7a;la YAYYcry . - ti 1I \;e".[rla;l. vill0:1`/7 n;; L-YiYYi E4 _ ___ _ _ _ "'77 IIa_ 111,11A11111111 0' B'u"'s""i'ness & Professional Regulation BCLS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats IA Facts Publications I FSC Staff SCIS Site Map I Unks I Search I b a Y ®Product Approval IUSER: Public User rf1Sr+J ywm Product Approval Menu > Product or Application Search > Application Us t > Application Detail I, OFFICE OF THE FL # FL13192-RS SECRETARY Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 2S0 Mission Viejo, CA 92691 909)349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardle.com Technical Representative Pingsheng Zhu Address/Phone/Small 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Emall 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE -24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13192 RS COI RIO - Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 RS Eouiv RI0-2692B-17 ASTM C1186 eauivalencv.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 13192.1 Cemplank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R5 II CemPlank-Installatlon.udf Approved for use outside HVHZ: Yes FL13192 R5 11 ER RIO -2683-17 Plank Wood Metal Frame.odf Impact Resistant: N/A FL13192 RS II ER RIO -2687-17 Plank Shingle to CMU.odf Design Pressure: N/A FL13192 R5 11 ER RIO -2688-17 Plank WSP Sheathing.odf Other: For use In HVHZ Install in accordance with NOA 17- FL13192 R5 11 NOA 17-0406.06.odf 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO -2683-17 Plank Wood Metal Frame.odf FL13192 R5 AE ER RIO -2687-17 Plank Shingle to CMU.odf FL13192 RS AE ER RIO -2688-17 Plank WSP Sheathino.odf FL13192 R5 AE NOA 17-0406.06.odf Created by Independent Third Party: Yes 13192.2 HardlePlank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 R5 11 ER RIO -2683-17 Plank Wood Metal Frame.Ddf Approved for use outside HVHZ: Yes FL13192 R5 11 ER RIO -2687-17 Plank Shingle to CMU.Ddf Impact Resistant: N/A FL13192 R5 II ER RIO -2688-17 Plank WSP Sheathing.Ddf Design Pressure: N/A FL13192 R5 11 HardlePlank-Installation.Ddf Other: For use In HVHZ Install In accordance with NOA 17- FL13192 R5 11 NOA 17-0406.06.odf 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO -2683-17 Plank Wood Metal Frame.odf FL13192 R5 AE ER RIO -2687-17 Plank Shingle to CMU.odf FL13192 R5 AE ER RIO -2688-17 Plank WSP Sheathing.Ddf FL13192 RS AE NOA 17-0406.06.odf Created by Independent Third Party: Yes 113192.3 1 HardieShingle Individual Shingles I fiber -cement individual cladding shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL13192 R5 It ER RIO -2685-17 Shingle Wood Metal Frame.odf FL13192 R5 II HardieShingle-Installation.Ddf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO -2685-17 Shingle Wood Metal Frgme.odf Created by Independent Third Party: Yes 13192.4 HardieShingle Panel fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use Installation Instructions Approved for use In HVHZ: No FL13192 RS 11 ER RIO -2685-17 Shingle Wood Metal Approved for use outside HVHZ: Yes Frame.odf Impact Resistant: N/A FL13192 R5 II ER RIO -2687-17 Plank Shingle to CMU.odf Design Pressure: N/A FL13192 R5 II HardieShingle-Installation.odf Other: Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO -2685-17 Shingle Wood Metal Frame.odf IFL13192 R5 AE ER RIO -2687-17 Plank Shingle to CMU.odf Created by Independent Third Party: Yes r 13192.5 Prevail Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 R5 II ER RIO -2683-17 Plank Wood Metal Frame.odf FL13192 R5 II ER RIO -2687-17 Plank Shingle to CMU.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL13192 R5 lI ER RIO -2688-17 Plank WSP Sheathing.odf FL13192 R5 II NOA 17-0406.06.01' Design Pressure: N/A Other: For use In HVHZ install in accordance with NOA 17- FL13192 R5 II Prevail -Lao-Siding--Installation.Ddf 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO -2683-17 Plank Wood Metal Frame.odf FL13192 R5 AE ER RIO -2687-17 Plank Shingle to CMU.Ddf FL13192 RS AE ER RIO -2688-17 Plank WSP Sheathing.Ddf FL13192 R5 AE NOA 17-0406.06.odf Created by Independent Third Party: Yes Dack Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 650-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic 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 U they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please didc haL. Product Approval Accepts: e hrrl Credit Card Safe Florida Product Approval Prevaillm Lap Siding For use inside HVHZ: o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17-0406.06. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO -2683-17, RIO - 2687 -17, or RIO -2688-17. Consult the Prevail product installation instructions on the follow pages for all other installation requirements. lout" PREVAIL MULTIFAMILY SIDING PRODUCTS Lap Skiing INSTALLATION REQUIREMENTS - PRIMED AND FACTORY BUILT COLOR TREATED PRODUCTS EFFECTIVE FEBRUARY 2010 SMOOTH 3 TEXTURED IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND THE MANUFACTURER'S WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. STORAGE & HANDLING: Q CUTTING INSTRUCTIONS Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Car planks on edge. 1 Carry P g • Protect edges and comers from breakage. The manufacturer is notg responsible for damage caused by t. OUTDOORS station so that wind will blow dust away from user and others Inwalingarea. 7 Use ON of the methods: a. Best 1. score aro snap IL Shears (manual, electric or pneumatc) b. Better: 1. Dust reducing circular saw equipped with a Hardeblederu saw blade and HEPA vacuum extraction c Good: I. Dust rung circular saw with a Hardeblade saw blade only use lor low to moderate cutting) INDOORSLCultonly S using soore and snap. or shears (manual, eledrk or pneumatic). 2.Posi cutUng station Inwell-venOatedarea NEVER use a power saw indoors NEVER use a circular saw blade that does not carry the Hardeblade saw blade trademark NEVER dry sweep - Use wet suppression or HEPA vacuum Important Note: For maximum protection (bwesl respirable dust production), the Manufacturer recommends always using'6esr4evel cutting methods where feasible. improper storage and handling of the NIOSH -approved respirators can be used in mrijundian wilh above cutting practices to further reduce dust exposures. Additional exposure Information Is available at www.prevallsiding.com to he4 you determine the most appropriate cutting method for your job requirements. If concern still exists about exposure levels or you product. do not comply wilh the above practices, you should ahvays consult a quati ed industrial hygienist or contact the Manufacturer for fuller information smuno GENERAL REQUIREMENTS: PrevailT" lap siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. sheathing`. Irregularities in framing and sheathing can mirror through the finished application. PrevailTm lap siding can also be installed over foam insulationlsheathing up to V thick. When using foam insulation/sheathing, avoid over -driving nails fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power driven nails (fasteners) are used for attaching siding over foam insulatiordsheathing. A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. The manufacturer will assume no responsibility for water infiltration. Instal PrevalIm products with a minimum 6' clearance to the finished grade on the exterior of the building or in accordance with local building codes if greater than 6' is required (fig. 3). Maintain a 1" - 2' clearance between Prevail"' products and roofs, decks, paths, steps and driveways (figs. 4, 5 & 6). Maintain a 114' clearance between PrevailT" products and horizontal flashing (fig. 7). Ensure gutters have end caps. Maintain a minimum 1' gap between and caps and siding FigureFI 1 Double Wall Single Wall trim (fig.8). g Construction Construction Install kickout flashing at roof -wall junctions (fig. 9). water -resistive barrier let -In brat Adjacent finished grade must slope away from the building In accordance with local d a 24" o.c. max. building codes - typically a minimum of 6' in the first 10'. oer ghmng Do not install PrevailT" products, such that they may remain in contact with standing water. PrevailT" lap siding must be installed on verfical wall applications only. DO NOT use stain on PrevailT" products. For larger projects, including commercial and mule -family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin "Expansion Characteristics of James Hardie® Siding Products" at www.JamesHardie.com. INSTALLATION: JOINT TREATMENT Required for Factory Built Color RhIsh, Recommended for Primed prody4 It is not recommended to use caulk at field butt joints. Figure 2 joint instal modern Install factory finished edges together at butt joints. As required by local building code —Apply caulk In accordance with caulk manufacturers written application instructions. W.-O. water•resisuve barrier astener Install a 11/4* starter sup to ensure a consistent plank angle leave appropriate gap between planks and trim, then caulk— WARNING: AVOID BREATHING SILICA DUST Prevaill" products contain respirable crysialMe silica, which Is known to the State of California to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of rew1rabla silica dust can also cause a disabling end potentially fatal lung disease called silicosis, and has been linked with other diseases. Some studies suggest smoking may increase these risks. Dur myg installation or han(Mng: 1) work In outdoor areas with ample ventilation; (2) use fiber cement shears for cutting or, where not feasble, use a Hardieblade' saw blade and dust -reducing circular saw attached to a HEPA vacuum; (3) warn others In Bre immediate area; (4) wear a property -Titled. NIOSH -approved dust mask or respirator (e.g. N-95) in accordance with applicable government regulations and manufacturer insoudions to fuller limit respirable silica exposures. During dean -up, use HEPA vacuums or wet cleanup methods - never dry sweep. For further Iniormalion, rater to our Installation irhouctlons and Material Safety Data Sheet avalable at www.prevallslding.com or by calling 1.877-236.7526. FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. rouom PR1007-P114 7110 Maintain a 1/4" clearance between the bottom of Prevail'"" products and horizontal flashing. Do not caulk gap. Figure 7 siding Do not 114' gap Cealk I. it vantage" IV siding WIN Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 8 gutter and and cap FASTENER REQUIREMENTS" fascia deck materlal I'411 I HE 0, ME a i Figure 9 KICKOUT FLASHING sup South CLEARANCES down a sloped roof, one of the most critical flashing details occurs where a roof intersects Install siding and trim products in Maintain a 1" - 2" Maintain a 1" - 2" clearance At the juncture of the roof and vertical compliance with local building code clearance between between Prevail'"' products surfaces, flashing and counterflashing requirements for clearance between the PrevailTM products and and decking material. shall be installed per the roofing bottom edge of the siding and the paths, steps and Figure 5 manufacturer's instructions. adjacent finished grade. Figure 3 driveways. It is best to install a self -adhering membrane Provide a 1" - 2" clearance between the stagwater on the wall before the subfascia and trim roofing and the bottom edge of the water{esisgve barrier., - Figure 4 siding I resistive bawler siding and trim. FI Ure 6 Maintain a 1/4" clearance between the bottom of Prevail'"" products and horizontal flashing. Do not caulk gap. Figure 7 siding Do not 114' gap Cealk I. it vantage" IV siding WIN Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 8 gutter and and cap FASTENER REQUIREMENTS" fascia deck materlal I'411 I HE 0, MEai Figure 9 KICKOUT FLASHING sup Because of the volume of water that can pour Well,,,,/; '• down a sloped roof, one of the most critical flashing details occurs where a roof intersects 1 a sidewall. The roof must be flashed with Iwdl;nr rimmre step flashing. Where the roof terminates, ry install a kickout to deflect water away from oolpeop the siding. It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 9, Kickout Flashing= To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout' of sufficient length and angle to direct the water running down the roof away from the siding. Blind nailing (fasteners concealed by the previous course) is the preferred method of installation for all PrevailTA4 lap siding products. Face nailing (fasteners exposed) should only be used where required for high wind areas and must not be used in conjunction with blind nailing. Consult applicable building code, product evaluations, or code compliance reports for correct fastener type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where local building codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. Ovate 1 Figure 10 24" — O.C. max. Figure 11 Minimum overlap s for Both Face 1 1 and Blind Nailing 3/4--1- 1 O min.4114" face nail ov 1 ,'•'"' ': ' water -resistive I barrier Laminate sheet to be removed immediately after installation of each course for Factory Built Color products. The illustration (figure 9) and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.ticonline.00m. Also see General Fastening Requirements. 1 1/4' min. overiap P2/4 6/10 61i GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro -galvanized are acceptable but may exhibit premature corrosion. The manufacturer recommends the use of quality, hot -dipped galvanized nails. The manufacturer is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing Prevail"' products near the ocean, large bodies of water, or in very humid climates. PNEUMATIC FASTENING Prevail'" products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). South Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas when; Local Building Codes have specific jurisdiction. Consult the manufacturer's Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, caulk nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Caulk Countersunk, il 17 16 15 14 add nail 13 9 2 50 40 do not under oo NoT Figure A Figure 8 drive nails STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant DO NOT use stain on Prevail"'' products. complying with ASTM C920 Grade NS, Class 25 or Prevail"' products must be painted within 180 higher or a Latex Joint Sealant complying with ASTM days for primed product and 90 days for unprimed. C834. Caulking/Sealant must be applied in accordance 100% acrylic topcoats are recommended. with the caulking/sealant manufacturer's written Do not paint when wet. For application rates refer to instructions or ASTM C1193. paint manufacturers specifications. Bade -rolling is recommended if the siding is sprayed. FACTORY BUILT COLOR TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Touch up nicks, scrapes and nail heads using the Factory Built Color technology touch-up applicator. Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new Prevail"' lap siding with Factory Built Color technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into (rim where possible, and caulk. Color matched caulks are available from your Factory Built Color product dealer. Treat all other non -factory cut edges using the Factory Built Color technology edge coaters, available from your Factory Built Color product dealer. PAINTING PREVAIL TM SIDING AND TRIM PRODUCTS WITH FACTORY BUILT COLOR TECHNOLOGY When repainting Factory Built Color products, the manufacturer recommends the following regarding surface preparation and topcoat application: Ensure the surface is dean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain or oillalkyd base paints on Prevail"' products Apply finish coal in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature COVERAGE CHARTIESTIMATING GUIDE (Please call 877-236-7526, option 1 for local availability) Number of 12' planks, does not include waste COVERAGE AREA PREVAIL" LAP SIDING WIDTH LESS OPENINGS So 5114 6114 71/4 7112 8 8114 9114 9112 12 I SQ =100 S00 i(exposure) 4 5 6 6114 6 314 7 8 81/4 10 314 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 too 80 67 64 59 57 5o 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. The manufacturer does not assume responsibility for over or under ordering of product. RECOGNITION: Prevail"' lap siding complies ASTM C1186 in so doing meets the Fiber -Cement Siding code requirements in the 2006 International Building Code® Section 1401.10, '1405.15, and 1405.17.2; and the 2006 International Residential Codee for One- and Two -Family Dwellings Table R703.4 and section R703.10.2. Consult James Hardie Technical Services for applicable product evaluations or code compliance reports. P3/4 7110 South Additional Installation Information, PREVAIL2010Alrightsreserved. SM, and ®denote Warranties, and Warnings are available attrademarksrksororregisteredtrademarksksoorJHTL. 9 www.prevailsiding.com MULTIFAMILY SIDING PRODUCTS P414 7110