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3843 Night Heron Dr 18-1281; SFH
COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100002 BUILDING APPLICATION #: 18-10000264 BUILDING PERMIT NUMBER: 18-10000264 g ITZ / r ,4(.a3, /S - DATE: March 16, 2018 14OC UNIT ADDRESS: NIGHT HERON DRIVE 3843 17.20-31.502-0000-2090 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF. PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: STARLIGHT HOMES ADDRESS: 1064 GREENWOOD BLVD SUITE 124 LAKE MARY FL 32746 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3843 NIGHT HERON DRIVE / LOT 209 / WYNDHAM PRESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROA'S-ARTERIALS CO•WIDE ORD Single FamilHousing 705.00ROADS-COLLECTOKS 1.000 dwl unit 705.00N/ASingleFamilyHousing .00 1.000 dwl unitFIRERESCUEN/A 00 LIBRARY CO -WIDE ORD 00 Single Family Housing 54.00SCHQOLS 1.000 dwl unit 54.00CO -WIDE ORD Family Housing 5,000.00 1.000 dwl unit 5,000.00PARKSN/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNERTOAPPEALTHECALCULATIONOFANYOFTHEABOVEMENTIONEDIMPACTFEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHANCERTIFICATEOFOQCCUPAN6YOROCCUPANCY. THE REQUEST FOR REVIEW14UOPIESEET OF RULESEGOVERRNNINGSAPPEALS F THE MAYNBE LAND DEVELOPMENTORREQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORDBUILDINGDEPARTMENT 1101 EAST FIRST STREETSANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCETHECOUNTYBUILDINGPERMITNUMBERATTHETOPLEFTOFTHISSTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT \ ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Iv O CITY OF SANFORD BUILDING & FIRE PREVENTION MAN 11 L018 PERMIT APPLICATION Application No: I Ex 12 Documented Construction Value: S 2G3 152.` Job Address: 3 43 N gt -A 14 eror, Historic District: Yes No Parcel ID: 17-20-31-502-0000-3soc 0 Wyndham Preserve Lot apg Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New. SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fag: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite 200 Resident of property? : No City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Wiliets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 Fax: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Arch itectlEngIneer Information Name: Mulhem 6 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 EWPROVEMENTS 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 CONIMENCEMENT. 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 dateo application and the code in effect as of that date: P Edition (2014) Florida Building Code 34 Revised: June 30, 2015 W I, c T> Qn Pem it Application J ) DVS 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 ofthe property ofthe requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time ofpermit submittal. A copy ofthe executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name fpm Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of 1D C° -100 SignatureofContrac or/Agent Date Robert Willets Print Contractor/Agent'sName I I I'L"'A ir,Giz t . Q 3 -C. -Ix Signature ofNo -State of Florida U Date q Sheyne Mangel NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 Exs /21 /202 1ContractorrPgentisI¢ersonally 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: V5 Occupancy Use: Flood Zone: X-67 E A_-r•-r,a,-m4)) Total Sq Ft of Bldg: Min. Occupancy Load: 13 # of Stories: I New Construction: Electric - # of Amps 1 SO Plumbing - # of Fixtures l Fire Sprinkler Permit: Yes NoEr # of Heads APPROVALS: ZONING: I UTILITIES: ENGINEERING: Y'R- 3" -S FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. 182'1 'Ftrrj9Jq_ U, CTL Fire Alarm Permit: Yes No [a WASTE WATER: BUILDING: 54C/,7 Revised: June 30, 2015 Pennit Application REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # BUILDING PERMIT MinMinMaxInspectionDescription 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 Address: v. b>•+•.t,de ..,,y •.a..a:... a- ; r:• : «; :.r;rq• •, .: • •:rry lv.:.a:••i`-'tt,;•t;w.¢.!•... Cfi. EL•EC RICAtL.P•E'R1VI•IT'?' ;'< , . •4u"x•-: .:::,:,:• ;;*'=' -`h ,z,:.M~,•^.t;,,.,pY z AL•LiI1.li1 L" .5:... '•, i'1 -V.. .I'rti•• ..1•VI•.lA. Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power G 30 Electric Rough 1000 Electric Final i i i i L' 0 _. .'' rt'`<'-' F.? . :`, .;q+ c':;i b '+: . • p 'i ' ys+z ',:i t,`,h:rr<I Max Inspection Description ' 10 Plumbing Underground Plumbing Plumbing Sewer9111111PlumbingFinal i yfyyGlr+ai.t ?a•wKs *nan .r.: T'a"-a at:?r :=i iL-•..fir,.-• 3t:..,Y•tM ... f f, r'a: TExriic_AL PER_ __iTtij.'.,s.,n7''•'•4_;S' . 1.1;E9C_i:f: r s:::.r„'.•;`. +-•,:. ...''1•.?.e. Min Max Inspection Description ' 10 Mechanical Rough 1000 Mechanical Final i i i I CITY OF SANFORD BUILDING & FIRE PREVENTION MAP12 OZ3 'PERMIT APPLICATION D L Application No: 2 Documented Construction Value: S l I Job Address: 3 Ll3 N i &. 7± Historic District: Yes No Parcel ID: 17-20-31-502-0000-:)-,o0%o Wyndham Preserve Lot a.Og Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo El Change of Use Move Description of Work: Construct New. SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fag: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite.200 Resident of property? .- City, City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 No Street: 1064 Greeriwood Blvd, Suite 124 Fag: 407-647-0700 City, State Zip: Lake Mary, FL 32746State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: .20 South Maple Street, Suite 150 City, St, Zip: Ambler, PA Fag: E-mail: sives@mtilhemkulp.com Bonding Company: NA Mortgage Lender: Address: Address: NA WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Sball be inscribed with the date ofapplication and the code in effect as of that date: 51 Edition (2014) Florida Building Code wised: lune 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental. entities such as water - management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State ofFlorida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature ofContras or/Agent Date Robert Willets Print Contractor/Agent's Name II%t. A 3-c vs SigiatureofNo -State of Florida Date Shayne Mangel NOTARY PUBLIC pt,i;y STATE OF FLORIDA Comm GG113111 t S)ersona lyContractor/Pigent is 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 Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: " WASTEWATER: FIRE: BUILDING: Revised: June.30, 2015_. _ .. __ ___ _ _ __ __ __.._ _ , _ ..._._Permit Application r City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Shayne Mangel Firm: Starlight Home Florida LLC Address: 1064 Greenwood Blvd Suite 124 City: Lake Mary State: FL Zip Code: 32746 Phone: 407-647-3700 Fax: 407-647-0700 Email: shayne.mangel@starlighthomes.com Property Address: 3843 Night Heron Drive Property Owner: Starlight Homes Florida, LLC . Parcel identification Number: 17-20-31-502-0000-2090 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2i0j07 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 Q The parcel is not in the: M floodplain floodway The structure is in the: Elfloodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-1281 Reviewed by: Michael Cash, CFM Date: March 19, 2018 10 Application for Paved Driveway, Sidewalk or Walkway(2 " Including Right -of -Way Use & 9 9 Y11 87- Landscaping in Right -of -Way www.sanfortM.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right -of -Way. All requested information below as well as a current survey, site plan or plat clearly identifying the e,,..m sbelow size and location of the existing right-of-way and use shall be provided or application could be delayed. Cellberoreymft 1. Project Location/Address: 234%3 N o tr,Vr mon r11e. t Sgr{-x d. 2. Proposed Activity: Q Driveway D Walkway EJ Other. 3. Schedule of Work: Start Date Completion Date D Emergency Repairs 4. Brief Description ofWork: Construction Of New SFR This application is submitted by: Properly Owner. Signature: Print Name:`C IC'QL Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-647-0700 Email: shay„e.man0e1esad1oh%=9s.c0m Date: Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance ofthe improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous oondition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. Ifthe Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on theRequestor'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, oremploy- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs ofdefense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of orconnectedwiththeuseoftheCity's right-of-way. I have read Spd.,understand the above statement and by signing this application I agree to its terms. Signature: Date: 3' V - L 4 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: 3 ' Ct Date: novemoer w1b ROW Use Ddvevray.pdr REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 3-(e -19 Project Name: LA aylnm _PrP_SCYyr. Project Address:3%4-3 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 hasbeenissued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, includingattorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the ANJ). 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. r Q..e. Qa,LA Robert Willets Of t &51e'r 6-00k_ t f Owner/Tenant Print ame f Gen. Contractor Print Name of El. Contractor Signat a wner/Tenant Signature of Gen. Contractorign'f El. Contr ctor CGC1522347 E,0003DQ& Gen. Contractor License # El. Contractor License # JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: o Progress Energy o Florida Power and Light on / Rev. 02/10/15) LMTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I - 1,S - I Ij I hereby name and appoint: Amy Lacey, David Lacey, Amanda Smythe an agent of. Starlight Homes Florida, LLC Name ofCompany) 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): Ga' The specific permit and application for work located at: 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 Lday of Ir 200 by Robert Willets who is e4rson aa known' to me or o who has produced as identification and who did (did not) take an oath. V. I I/moi./. I 1 Notary Seal)-.p,,e,. Shayne Mangel S*CE NOTARY pUBLIC Print or a name STATE OF FLORIDA Comm# GG113111Notary Public - State of Expires 612112021 Commission No. My Commission Expires: Rev. 08.12) IILg NyIENT PREPARED BY: Cmy L, y i THIS gR ht Homes Fbride, I LName: Biv Su to 2Address: 1 G NOTICE OF COMMENCEMENT iittlll Illlt Iltll Ilitl Itlll Ilttl 1111 It11 GRANT MALOY, SEMINOLE COUNTY CLERY. OF CIRCUIT COURT & COMPTROLLER BY, 9090 P0- 1576 00PTS ) CLERK'S 4 201£027815RECORDED03/13/2018 03:17:01 PH RECORDING FEES $10.00 RECORDED BY rdL•emO State of Florida County of Seminole Parcol ID Number. 17-20-31-502-0000- Permlt Number. o rty. and In acoordance with Nes notice that Improvement will be made to certain neat n n m The undersigned hereby 9 Information Is provided In this Notice of Commencement. Chapter 713, Florida Statutes, the following { end street address if available) oESC WPTION OF PROPERTY: (Legal description of the props Y O410c4one03-102 t"- OENERA DESCRIPTION W $ FRF IMPROVemr-H I : OWNER INFORMATION: Name: Star11 ht Hornes Florida LLCAddress: 1405 Old Alabama Road Suite 200, Roswell, GA 30076FoeSimpleTitleHolder (If other thanowner) Nemo' NA Address: CONTRACTOR: Starlight Homes Florida, LLCNamIvdSuite 124, Lake Ma , FL 32746 Address: 1064 Greenwood B be BMW persons within, the Stele of Florida Designated by Owner upon whom notice or other documents may Prov! NA ed by gectlon 7113.13(1xb). Florida Statutes - as Name: of Address: NA In addition to himself. Owner DesignatesTo MONO a copy of the Uenofs Notice as Provided in Section 713.13(1)(b), Florida Statutes. cement (Tho expiration dale Is 1 Year from date of'recording unless aExpirationDateofNoticeofcommon dMerenl date Is sp ----) waRN1NG 70 Oyt/JNER: ANY PAYMFF THE NOTICE OF JIMPROPER PAYMENTS UNDEROR MpS MADE BY THE OWN ROVEMTER 71NfS13, O YOURPROPERTYPROPE nTI, SECTION 1 A COMMENCEMENT ARE CON FLORIDA STATUTES. AND CAN RESULT E YOUR PAYING TWICE F TO OBTAIN FINANCING, CONSULT WITH YOURMENT DER OR AN ATTORNEY NOTICE OF COMMENCEMENT MUST BE RECORDED AND POST ON TME JOB SITE BEFORE THE Fl INSPECTION. IF YOU INTENDBEFORE*COMMENCING WORK OR RECORDING YOUR NOTICE OF1declarethat1havereadtheforegoing and that the facts stated In It are true to th n flea of Perlledge an ellef. to tl1 St pxnete PMted Name sSlpna>mo sed mSign In Na orbar Steed.` FWds SisWte 713-130)(a)" The OYAW mustSign ow noon canmencmr1ent andno one else may be perm County of this. State Ot day of Thmz i typo kno edgbefo Who is personally known to me by OR who has Droduced Identification of IdenUticatlen produced: Shffne Mengel vNOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 w Explres 812112021 WA Arv9 I, FORM R405-2017 RECORUCOPY FLORIDA, ENERGY EFFICIENCY CODE FO-Itb JILDIIV0 CONSTRUCTION ' FloridaDep rfineni ofBusiness and Professional Regulationr-)iesleentlal Performance Method - ' Project Name: Lot 209 - 1827 UL Builder Name: Starlight Homes gVILDIAI Street: 3843 Night Heron Dr Permit Office: Se IT ounty 2 1City, Slate, Zip: Sanford, FL , 32773 Permit Number. 8 SANFORDOwner: 5'toarlkgVt+ "W Jurisdiction: rW.5- Design Location: FL, Sanford County:: Seminole orida Climate Zone 2) OcAq ' Al 1. New construction or existing New (From Plans) 9. Wall Types(1820.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1603.00 ft' b. Frame - Wood, Adjacent R=13.0 217.00 ft' 3. Number of units, if multiple family 1 c. WA R= ft' 4. Number of Bedrooms 4 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1909.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1909.00 ft' 6. Conditioned floor area above grade (ftp 1909 b. WA R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= 11. Ducts R f1ft' 7. Windows(161.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 381.8 a. U -Factor. Dbl, U=0.34 120.00 ft' SHGC: SHGC=0.26 b. U -Factor: Dbl, U=0.58 41.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U -Factor. N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A ft' a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems 8. Floor Types (1909.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1909.00 ft' b. Conservation features EF: 0.950 b. N/A R= ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.084 Total Proposed Modified Loads: 56.10 PASSTotalBaselineLoads: 57.22 1 hereby certify that the plans and specifications covered by Review of the plans and THE SrgT this calculation are in compliance with the Florida Energy specifications covered by this ti0 Code. calculation indicates compliance yam.,,, 4` _,,.- with the Florida Energy Code. PREPARED BY: Before construction is completed oDATE: this building will be inspected forj compliance with Section 553.908 e I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energe. cOp WE OWNER/AGENT:-7/1 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 On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in,accordance with ANSI/RESNET/ICC 380,, is not greater than 0.030 On for whole house. - 1 1/17/2018 3:50 PM I EnergyGauge® USA - FlaRes2017 Sedtion R405.4.1 Compliant Softwbre Page 1 of 4 11 FORM R405-2017 PROJECT al + T,lle: - Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 209 - 1827 UL .., a atreet .A894mo_ms, . r g, _ User Conditioned Area: ' 1909 Total Stories: 1 1 Worst Case: No Starlight Homes Rotate Angle: 0 Seminole County Cross Ventilation: No Whole House Fan: No Single-family New (From Plans) Address Type: Lot # Block/Subdivision: PlalBook: Street: County: City. State. Zip: Street,Address A ,14:, i y 209 Wyndham 3843 Night Heron Dr Seminole Sanford , FL, 32773 CLIMATE V Design Location Design Temp TMY Site 97.5% 25% Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockt 1909 17753.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1909 17753.7 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulalio Main 171.8 ft 0 1909 ft' 0 0 1 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar SA Emitt Absor. Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 2135 fl' 0 fl' Medium 0.6 N 0.5 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area . RBS IRCC 1 Full attic Vented 300 1909 ft' N N CEILING ECeiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1909 ft' 0.1 Wood 1/17/2018 3:50 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 1/17/2018 3:50 BM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 WALLS e,;yftdjaceFltakur, r•.ar eakprg iiarr,., lypeSpace Cavity Width , , R.Valllp F1 in rt Heights at Atk9diwrns Sheath in Arpa R g Fling Solar Below 1 N Exterior Concrete Block - Int Insul Main 4.1 58 6 9 4 546.0 ft' 0 0 0.6 0 2 E Exterior Concrete Block - Int Insul Main 4.1 18 6 9 4 172.7 ft' . 0 0 0.6 0 3 S Exterior Concrete Block - Int Insul Main 4.1 55 9 9 4 520.3 ft' 0 0 0.6 0 4 W Exterior Concrete Block - Int Insul Main 4.1 39 0 9 4 364.0 ft' 0 0 0.6 0 5 E Garage Frame - Wood Main 13 23 3 9 4 217.0 ft' 0 0 0.01 0 DOORS Ornt Door Type Space Storms U -Value WidthArea InFtIn F1 1 5 Wood Main None 39 3 7 21 ft' 2 S Wood Main None 39 2 8 7 18.7 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Omt ID Frame Panes- NFRC U -Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low -E Double Yes 0.34 0.26 N 30.0011 1 ft 0 in 1 ft 0 in None None 2 E 2 Vinyl Low -E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 3 ft 8 in None None 3 E 2 Vinyl Low -E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 5 ft 6 in None None 4 S 3 Vinyl Low -E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 1 ft 0 in None None 5 W 4 Vinyl Low -E Double Yes 0.58 0.25 N 41.0 ft' 1 ft 0 in 1 ft 0 in None None 6 W 4 Vinyl Low -E Double Yes 0.34 0.26 N 45.0 ft' 1 ft 0 in 1 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 403 ft' 403,ft' 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2071.3 113.71 213.85 .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 dm 0j 1 sys#1 1/17/2018 3:50 BM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 1/17/2018 3:50 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 HOT WATER SYSTEM S.ystem TVW-.,.SubType•_ Location EF Cap ;jqwkujq dej, SetPn4,,x. Y Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft' DUCTS Supply -- Return --Air CFM 25 CFM25 HVAC # V # Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 381.8 ft Main 95.45 ft Prop. Leak Free Main dm 57.3 dm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling]] Jan Feb jj ]] Mar Apr Ma Jun X JulX Au Se Oct Nov Dec HeatinX] Jan Feb [X] Mar E Apr f May 1XI Jun I I Jul J J AuSep E Oct X1 Nov XDecVentinll )) Jan I Feb ((XJ) Mar X A r [ Ma Jun Jul Aug Se x Oct lX Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEN) 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 (WEN) AM 66 66 66 66 66 68 68 68 68 ' 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 62 0 0 1 - Electric Heat Pum 1 - Central Unit 1/17/2018 3:50 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R40p-201,7. , „ , , J,ENERGY PERFORMANCE LEVEL (EPL) DISPLAY- CAsl r. ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. 3843 Night Heron Dr, 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: New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1603.00 ft' b. Frame - Wood, Adjacent R=13.0 217.00 ft' 1 c. N/A R= ft' 4 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1909.00 ft' 1909 b. NIA R= ft' c. N/A R= ft' Area 11. Ducts R ft' 120.00 ft' a. Sup: Attic, Ret: Main, AH: Main 6 381.8 41.00 ft' 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 30.0 SEER:14.00 ft' 1.000 ft. 0.257 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1909.00 ft' b. NIA R= ft' c. NIA R= ft' 13. Healing systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. I Builder Signature: -In Date: 31a-It8 Address of New Home: OrtCity/FL Zip:Oma. [F(_ kBtu/hr Efficiency 30.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) inceritives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/17/2018 3:50 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 :AIR.BARRIER AND INSULATION INSPECTION- COMPONENT CRITERIA I TABLE 402.4.1.1,1 mv itv:a';a.'t,tivN \.tJilirt=UAdR BARRIER AND INSULATION INSPECTION. COMPONENT CRITERIA. Project Name: Lot 209 - 1827 UL Builder Name: Starlight Homes Street: 3843 Night Heron Dr Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number. Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints In the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in an dropped9ceiling/soffitsoffit the insulation and any gaps In the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope Insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs; and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous Insulation installed on the underside of floor framing and extends from the bottom to the 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 1 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 Batt insulation shall be cut neatly to ft around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind pin*no and w*rino. Exterior walls adjacent to showers and tubs shallShower/tub The air barrier Installed at exterior walls adjacent to showers and on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electricallphone 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 m When required to be sealed, concealed fire sprinklers shall only be spAklers sealed In a manner that is recommended by th6 manufacturer. Caulking or other adhesive sealants shall not be used to fill voids ri a. Inaddition, nspection of log walls shall be in accordanceithwtheovprisions o ICC -400. 1/17/2018 3:50 PM • EnergyGauge® USA - FlaRes201.7 FBC 6th Edition (2017) Compliant Software Page 1 of 1 i FORM R4,Q5-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE k,ti Itmzzi,4 AM -L FOR BUILDING- CONSTRUCTION •: r Envelope Leakage Test Report Performance Method Project Name: Lot 209 -1827 UL Builder Name: Starlight Homes Street: 3843 Night Heron Dr Permit Office: Seminole County City, State, Zip: Sanford. FL, 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1909 sq.ft. Cond. Volume: 17754 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Sinale or Multi Point Test Data Leakage Characteristics Required ACH(50) from FORM R405-2017: Tested ACH(50)' . Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be dosed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond Intended infiltration control measures; 3. Interior doors, If Installed at the time of the test, shall be open: 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0) (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. u C THE ST,gl is a' Ot_ _ - 0 r,.,m ' 7L' C7 qLA# BUILDING OFFICIAL DATE:' i 1/17/2018 3:50 PM EnergyGauge® USAF- FlaRes2017. -.Section R405.4.1 Compliant Software i 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 test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be dosed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond Intended infiltration control measures; 3. Interior doors, If Installed at the time of the test, shall be open: 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0) (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. u C THE ST,gl is a' Ot_ _ - 0 r,.,m ' 7L' C7 qLA# BUILDING OFFICIAL DATE:' i 1/17/2018 3:50 PM EnergyGauge® USAF- FlaRes2017. -.Section R405.4.1 Compliant Software i Page 1 of 1' ' FORM R405-2017 Duct Leakage Test Report Performance, Method FLORIDA ENERGY EFFICIENCY CODE FOR'BUIL'DI`N'G' CONSTRUCTION "` d A`';;' •'; yl Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 209 -1827 UL Builder Name: Starlight Homes Street: 3843 Night Heron Dr Permit Office: Seminole County City, State, Zip: Sanford, FL, 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: CFM25(Out) 4 Duct Test Time: Post Construction Required Duct Leakage from (On,out) FORMR405-2017 Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 1909 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 lgakage On specified on FORM R405-2017. t SIGNATURE: PRINTED NAME: Test Rater DATE: r4 7, F:Ih1, rpr•r,::AL: 1/17/2018 1/17/2018 3:50 PM Duct tightness shall be verified by O TNE Sr testing to ANSI/RESNET/ICC 380 by ' •,,,4, ,___ _ ` O 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), a g), or (i), Florida Statutes. coD M L' J BUILDING OFFICIAL: DATE: EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S -, . Page 1 of 1 rA Pro edt Summary Job: Statigh-WyndharnPrese weightsof... Date: 4118/2017 Entire House Plan: 1827 U EnergyAir, Inc 5401 EnergyMr, q, Orlando. FL32810 Phone. 407-886-3729 Email GRenner@energyaircumWeb: www.energyaircom Project• • For Lot 209 -1827 UL, Starlight Homes 3843 Night Heron Dr, Sanford, FI 32773 Notes: Weather. Orlando ExecutiveAP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 68 OF Inside db 75 OF Design TD 24 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 44 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 15199 Btuh Structure 16653 Btuh Duds 1779 Btuh Duds 2205 Btuh Central vent (62 dm) 1621 Btuh Central vent (62 dm) 1199 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load Btuh Use manufacturer's data y18599 Rate/swing multiplier 1.00 Infiltration Equipment sensible load 20056 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualitySemitight Fireplaces 0 Structure 2027 Btuh Duds 319 Btuh Central vent (62 dm) 1840 Btuh Heating CoOling Outside air Area (ftp 1910 1910 Equipment latent load 4186 Btuh Volume (ftp 17760 17760 Air changes/hour 0.26 0.14 Equipment Total Load (Sen+Lat) 24242 Btuh Equiv. AVF (drrl) 77 41 Req. total capacity at 0.70 SHR 2.4 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIERAIR 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 20020 Btuh Heating output 28600 Btuh @ 47-F Latent cooling 8580 Btuh Temperature rise 29 OF Total cooling 28600 Btuh Actual airflow 899 cfin Actual airflow 899 cfm Airflowfador 0.053 dm/Btuh Airflowfador 0.048 dm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point = 34 OF Backup: Input = 5 kW, Output =17616 13tuh,100 AFUE A Bold lt 1 al '1Aa ebeenmanuall wenf ldenFarcvuesvy Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2018 -Jan -17154815' wrightsoftl Right-SuiteOUmversal 201717.028 RSU17013 Pagel ' 4C-(>,...Spea6dwyndham PreserveNLol209-1827 UL rup Calc= KW Front Door (aces: E d Manual S Compliance Report , t , , , ; Job: Starlight -WyndhamPrese weig6tsoft! Date: 4/18/2017 Entire House Plan: 1827 U Energy Air, Inc 5401 Energy Air, Cl, Orlando, FL 32810 Phone: 407-886-3729 Email. GRenner®energyairmm Web: www.energyaircom For. Lot 209 -1827 UL, Starlight Homes 3843 Night Heron Dr, Sanford, FI 32773 Design Conditions Outdoor design DB: 92.6°F Sensible gain: 20056 Btuh Entering coil DB: 76.2°F Outdoor design WB: 75.9°F Latentgain: 4186 Btuh Entering coil WB: 63.6°F Indoor design DB: 75.0°F Total gain: 24242 Btuh Indoor RH: 50% Estimated airflow: 899 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 20104 Btuh 100% of load Latent capacity: 6015 Btuh 144% of load Total capacity: 26119 Btuh 108% of load SHR: 77% Heating Equipment Design Conditions Outdoor design DB: 44.2°F Heat loss: 18599 Btuh Entering coil DB: 66.3°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow. 899 dm Output capacity: 28600 Btuh 154% of load Capacity balance: 34 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer. Model: Actual airflow. 899 cfm Output capacity: 5.2 WV 95% of load Temp. rise: 50 OF Meets all requirements ofACCA Manual S. 2018 -Jan -17154615 t Wrightsofr RighFSuiteO.Universal 201717.Q.28 RSU17013 - , Page 1 - ACCK-SpecfidVWndhamPresene1ot209-1827ULrup Cale =KW Front Door faces: E ' i Job: Starlight - Wyndham Prese... j wrightsdit' Duct System Summary, I , ; i'r ' pate: 4/18/2017 I Entire House = sr Plan: 1827 U u,Energy Air, Inc Enerut 5401 Energy Air, Ct.Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner®energyaircom Nkb: w,wvenergyaircom For: Lot 209 -1827 UL, Starlight Homes 3843 Night Heron Dr, Sanford, FI 32773 External static pressure Pressure losses Available static pressure Supply/ return available pressure Lowest friction rate Actual airflow Total effective length (TEL) Heating 0.50 in H2O 0.22 in H2O 0.28 in H2O 0,140/0.140 in H2O 0.168 in/100ft 899 dm 167 ft Cooling 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140/0.140 in H2O 0.168 in/100ft 899 dm Name Design Btuh) Htg dm) Clg dm) Design FR Diam in) H x W in) Duct Mab Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Ba2 h 623 33 17 0.377 4.0 Ox 0 VIFx 4.3 70.0 PeakAVF Bede h 1239 66 42 0.349 5.0 Ox 0 VIFx 5.2 75.0 315 Bed3 h 3572 189 135 0.349 7.0 Ox 0 VIFx 10.3 70.0 Bed4 h 1441 76 51 0.177 6.0 Ox 0 VIFx 28.5 130.0 st2 FerNUnNt c 2073 64 99 0.174 6.0 Ox 0 VIFx 35.5 125.0 stl Fara in))<WA c , ' 2073 64 99 0.190 6.0 Ox 0 VI Fx ' 22.2 125.0 st1 FamDin4Cit-B C 2073 64 99 0.182 6.0 Ox 0 VIFx 29.0 125.0 st1 FanvUnMiFC c 2073 64 99 0.178 6.0 Ox 0 VIFx 32.4 125.0 st1 Foyer h 750 40 34 0.376 4.0 Ox 0 VIFx 4.5 70.0 Mea h 892 47 26 0.175 4.0 Ox 0 VIFx 29.8 130.0 st2 Wed h 2741 145 137 0.168 7.0 Ox 0 VIFx 36.7 130.0 st2 Mc h 544 29 17 0.177 4.0 Ox 0 VIFx 28.3 130.0 st2 Indy C 953 18 45 0.170 4.0 Ox 0 VIFx 29.3 135.0 st2 Bddklalk values have been manuallyoverrld*r; 2018 -Jan -17 15:48:15 wrightsoft• Right.Suite®universal 201717.0.28 RSU17013 Pagel, CCA.:-Specifick"ndham Pleservelot 209-1827 UL rup• Calc = MA Front Door faces: E ' ' Trunk Htg Clg Design Veloc Diam H x W Dud Name Type dm) dm) FR fpm) in) in) Material Trunk st1 PeakAVF 256 395 0.174 725 10.0 0 x 0 VinlFlx st2 PeakAVF 315 275 0.168 578 10.0 0 x 0 VinlFlx Bddklalk values have been manuallyoverrld*r; 2018 -Jan -17 15:48:15 wrightsoft• Right.Suite®universal 201717.0.28 RSU17013 Pagel, CCA.:-Specifick"ndham Pleservelot 209-1827 UL rup• Calc = MA Front Door faces: E ' ' iReturn fpm) in) iri) Opening'(in) Matl Trunk rb1 Ox 0 Branch Detail Table 0 0 0 Ox 0 VIFx 1 -- grille Htg Clg TEL Design ' Veloc Diam H x W Stud/Joist Dud 1 I IinM Naim^ Size (in) dm) dm) ft)' pip 2018 -Jan -1715:48:15 wrightsoft• Rght-Suite®Unive'rsal 2017 17.0.28 RSU17013 ! Page 2' ACOA ..SpecifidWjndhem Preseryetot 209 -1827 UL1up Calc= MJ8 Front Door races: E' , fpm) in) iri) Opening'(in) Matl Trunk rb1 Ox 0 899 899 0 0 0 0 Ox 0 VIFx 2018 -Jan -1715:48:15 wrightsoft• Rght-Suite®Unive'rsal 2017 17.0.28 RSU17013 ! Page 2' ACOA ..SpecifidWjndhem Preseryetot 209 -1827 UL1up Calc= MJ8 Front Door races: E' , J b, #: $Iargight -Wyndham Preserve .. - Scale:1 /8" =1'0" performed for: r _.. _ .__ . Energy Air; Inc _.. _ . Lot 209 -1827 e1 RI hk%tUniversal 20173843NightHeronOrI5401EneigyAir, V. 9 1 Orlando; FL 32810 17.6.2eRSU17013 Sanford, Fl 32773 Phone: 40M8&3729 2018 -Jan -17 7mPreseneeU.ot209-1827 ULrup www.energyair.com GRenner@energyaircom GG VTR VTR TRjl jl JI( ST ORI co o, cn G iKS iX o Is OD we SH LAV get 311 we 20 LAV 201 TUB / is I 311 so, wm J— C/o PLAN 1827 PLUMBING RISER DIAGRAM. if VIIVNDHAM PRESERVE - LOT 209 2 - e - oPLOTPLAN DUVMNSION NOTE: Proposed building dimensions shown hereon are of the exterior. WYNDHAM PRESERVE LOT 209 b ZONIN DATE — Ok to construct single family homewithsetbacksandimperrriousareashownonplan. 43. ('to P• 2) Z -7r -l -re f U C t 1k a r 11NOR7f/ LOT 189 MT: C LOT 210 N89'43'03'°E 115.00' 50UNa4RY UNE LOT 209 i i IV e Cc DRIVEWAY — 405 SQ.FT. o-04 o Z. q) ?r N IIrs SOD = a ao OFF LOT AREA CALCULATIONS c H F [- 114 SQ.Fr. a 300 SQ.FT. v N 246 SQ.FT. Mi moo AREA = Iv U oO SIDEWALK - 377 SQ.Fr. SOD = o, z O I D rn o O -Sanitary Sewer Manhole m0 AREA = 4 I STORY RESIDENCE PROPOSED I h'f a. v if VIIVNDHAM PRESERVE - LOT 209 2 - e - oPLOTPLAN DUVMNSION NOTE: Proposed building dimensions shown hereon are of the exterior. WYNDHAM PRESERVE LOT 209 b ZONIN DATE — Ok to construct single family homewithsetbacksandimperrriousareashownonplan. 43. ('to P• 2) Z -7r -l -re f U C t 1k a r 11NOR7f/ LOT 189 7'Sb C LOT 210 N89'43'03'°E 115.00' 50UNa4RY UNE LOT 209 i i 403 SQ.Fr. e t; DRIVEWAY — 405 SQ.FT. 100 SQ.FT. 26 2' OF r--•r----------------------------------------------r_ A/C PAD = ail IMPERVIOUS= SOD = 3,927 SQ.Fr. OFF LOT AREA CALCULATIONS 58.5 1,500 SQ.FT. F [- 114 SQ.Fr. SIDEWALK = 300 SQ.FT. SOD = 246 SQ.FT. TOTAL AREA AREA = 8,400 SQ. DRIVEWAY = 519 SQ.FT. SIDEWALK - 377 SQ.Fr. SOD = LOT 209 PROPOSED ri I c y rn o O -Sanitary Sewer Manhole O AREA = D.U.E. -Drain a b% Easement I STORY RESIDENCE PROPOSED I PX -Porker Kolon Nail a. v SIR -Set 1/2' Iron Rod LB7768 tp SPKD -Set P.K. & Disk LM68 FIR 1/2' Iron Rod L87768 t o.o 3843 NIGHT HERON DRIVE 12.3 coNc WALK I 0 Proposed Design Grade p go7,974 S.F. t r. LOT 190 0 ' ooPAno ,; ui PORCH1827FIREFLY 2 .3 ELEVATION - U 17.3 b 1i0.0 GARAGE -LEFT I' vt • jCq FFE= 24.6 N t°' ' DROP AYE. O 0' w 26.2' i 63.5 Z 7U o - A/C ------- n PAD I 115.00' S89043'03AW LOT 191 I LOT 208 I LOT AREA CALCULATIONS LOT. . = 6,900 SQ.FT, LIVING AREA;- 1,909 SQ.Fr. GARAGE = 403 SQ.Fr. ENTRY = 70 SQ.FT. DRIVEWAY — 405 SQ.FT. PATIO = 100 SQ.FT. WALKWAY = 77 SQ.FT. A/C PAD = 9 SQ.FT. IMPERVIOUS= 43.1 X SOD = 3,927 SQ.Fr. OFF LOT AREA CALCULATIONS R/W = 1,500 SQ.FT. APRON = 114 SQ.Fr. SIDEWALK = 300 SQ.FT. SOD = 246 SQ.FT. TOTAL AREA AREA = 8,400 SQ. DRIVEWAY = 519 SQ.FT. SIDEWALK - 377 SQ.Fr. SOD = 4,173 SQ.FT. BXTILDI TG 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. rr.r -raoi cqui mens LEGi1QVD-ADUSSD-Meese Drolno eLB-Ucensed usinesa / g /UtiliUea/Sldewopc BFP-Bockflow Preventer Sight Distance Easement S -Survey PRM -Permanent Ref. Monument R -Reported PCP-Pemronent Control Point D -Description FP&L-Floddo Power do tight P -Plat FFE-Finish Floor Elevation D.. Deed Book H -Water Meter O.R. -Oficial Records Book Da -Water Volvo P.B.-Plat Book V'- Flre Hydrant P 1. -Pogo ' fiC®-Reclaimed Water Meter 81 -Elevation IBCDG-Reclaimed Water Volvo Conc.-Concrefe Cable Box BP -Brick paver ED -Telephone Box SW -Sidewalk Electric Box FFE-Finished Floor Elevation-Utility Pole CI -Curb Inlet Guy Pole GTI -Grote Top Inlet Light Pole P.U.E.-Public Utility Easement Guy Anchor RCP Reinforced Conc. Pipe ou--Overhead Utilities PVC -Polyvinyl Chloride O -Storm Sewer Manhole NCS -No Corner Set (Falls in Water) O -Sanitary Sewer Manhole SF -Square Feet awo -Electric Handhole D.U.E. -Drain a b% Easement COO -Clean Out FMGD -MAG NPI do DISK XYM -Irrigation Control Valve PX -Porker Kolon Nail I' -signSIR -Set 1/2' Iron Rod LB7768 WM-Gate Water Volvo SPKD -Set P.K. & Disk LM68 FIR 1/2' Iron Rod L87768 Gas Meter GradeFound +11 -Existing F1P-Found)1/2' Iron Pipe LB7768 C1 -Blow -off Valve FPKD-Found-P.K. Nail &Disk 187768 -ft --Drainage Flow Direction FCM-Found_4'x4' Concrete 0 Proposed Design Grade MonuniMt PRM 137778 Note: Some items in above. leaen As-Buik/Eid tin Grod may not be aD Icableg SURVEYOR'S NOTES: 1. Current title Information on the subject property had not been furnished to GeoPoxrt Surveying, Inc.of the time of this plot ploy 2. Roads, walks, and other similar items shown hereon were token from engineering plow and are subject to survey. 3. Elevations shown hereon are in feet and aro referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NG IM). 4. Proposed grades do finished floor elevations shown hereon are from the construction plan for '"DHAM PRESERVE', City of Sanford Seminole County, Florida. 5. This Plot Plan is subject to matters shown on the construction plans for 'MDHAM PRESERVE', City of Sanford Seminole County, Florida. S. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) w_o rrrr Y Games D. Levinbv" ;rve1 °' AL SUFLOMAPROFMIONRII YW&i`0;PER ND. 6915 NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL 2`3.0' C Bnildling Setbacks Setbacks: Per construction plans for - VMDHAM PRESERVE', City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 7.5' PREPARED FOR- ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C -0765H. in Flood Zone W DESCRIPTION: LOT 209, according to the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of 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 7 Inc. Drawn: JE I Checked: JDL I P.C.: Data FlIe:Brissord mt-Pbt Date: 01/20/18 Dwg:W=mfnrl-lo= Order No.: ^ SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: '-- IM RECORD COPY r J(wa.wt;LM,ER ELECTRIC Ashton Woods Homes Seminole 1827 Starlight LOAD CALCULATION May 26, 2017 HVAC LOADS INEC 2011- 220.82(Cl(3) - (411 ZONE COMPRESSOR SIZE 1 3.00 TON 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER 1 7.00 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS TOTAL LOAD FOR COMPRESOR @ 100% TOTAL LOAD FOR AIR HANDLER @ 65% TOTAL HVAC DEMAND LOAD GENERAL LOADS (NEC 2011- 220.82(B)(I)- (411 r wi.r a.vr<r tit .,. CONNECTED LOAD 5.40 KVA BLOWER MOTOR CONNECTED LOAD 067 7.67 KVA 13.07 KVA 5.40 KVA 4.99 KVA 10.39 KVA RECOMMENDED SERVICE SIZE I 150 •. AMPS LIGHTING 1909 Sq Ft @ 3VA/Sq. Ft 5.73 KVA QTY VALUE TOTAL KVA 2 SMALL APPLIANCE CIRCUITS 1.50 300 KVA LAUNDRY CIRCUIT 1.50 1.50 KVA DRYER CIRCUIT 5.00 5.00 KVA 0 STACK WASHER/DRYER 5.00 1 WATER HEATER (1) BUILD/11, 4.50 4.50 KVA 0 WATER HEATER (2) G 4.50 1 DISHWASHER SANFORD 1.20 1.20 KVA I DISPOSAL(]) 0.80 0.80 KVA 0 0 DISPOSAL(2) RANGE/OVEN (1) O FAgR 0.80 7.20 1 RANGE/OVEN (2) 12.00 12.00 KVA COOKTOP CIRCUIT 7.20 AIR GASIE p88 1.50 1 MICROWAVE OWAVMER CFIRCUIT 2.50 250 KVA 0 JACUZZI TUB CIRCUIT 4.80 0 40 AMP CAR CHARGER 9.60 30AMP POOL CIRCUIT 720 60AMP POOL CIRCUIT 1440 0 80AMP POOL CIRCUIT 1920 CONNECTED LOAD (GENERAL LOADS) 36.23 KVA 1ST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER (GENERAL LOADS) @ 40% 10.49 KVA SUB -TOTAL (GENERAL LOADS) (NEC 2011- 220.82(B)1 20.49 KVA HVAC LOADS 10.39 KVA GENERAULOADS 20.49 KVA TOTAL DEMAND LOAD INEC 2011- 220.82(A)) 30.88 KVA MINIMUM SERVICE SIZE 128.65 AMPS RECOMMENDED SERVICE SIZE I 150 •. AMPS Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RECORD COPY RE: W P0209 - W P0209 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Starlight Homes Project Name: W P0209 Model: 1827 Lot/Block: 209 Subdivision: Wyndham Preseve Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7=10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 17 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# I Truss Name Date 1 T13030976 A01 1/23/18 12 I T1 3030977 1 A02 1 1/23/18 13 I T13030978 I A03 1/23/18 14 1 T13030979 I A04 1 1/23/18 1 15 I T 130309801 A05 1 1/23/18 1 16 1 T13030981 1 A06 11/23/18 1 7 1 T13030982 1 A07 1/23/18 1 18 I T13030983 I A08 11/23/18 19 1 T130309841 A09 11/23/18 10 IT13030985JAlO J 1/23/18 111 IT130309861 B01 1/23/18 1 112 I T130309871 B02 11/23/18 1 13 1 T13030988 1 CJ 1/23/18 114 IT 130309891 CJ3 11/23/18 1 15 1 T13030990 1 CJ5 1/23/18 16 T1 0030991 EJ7 1/23/18 117 1T130309921 HJ7 11/23/18 1 OOLDINQ SANFOR 1 ,.,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 certificationthattheengineernamedislicensedinthejurisdiction(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. 0 IV SF . • '. N 380 ' CC: 9 S E OF :•411 n •.• ,off NF• 1111111 Thomas A. Albanl PE No.39380 Mtrek Usk Inc. Fl. Cert 6634 6904 Parkelast Blvd. Tempa Ft. 33610 Date: January 23,2018 Albani, Thomas 1 of 1 Job Truss Truss Type City Ply LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9.0-8 oc bracing. 713030976 WP0209 A01 HIP GIRDER 1 2 IWPO209 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except When shown. TOP CHORD 2-3=-6640/2219, 3-4=-6621/2247, 4-5=-6209/2126, 5-7=-10532/3593, 7-8= 10532/3593, Job Reference o Isonal tiutiaers Htstsource, i amps, mans Lary, morloa ji000 a.. 4V s asp, w ev. yo ID:rbOYL3Jo1 CVt Ut FgSJd63xypdA?-MPOZNOAyC21DuHFOPm?KhkVNe133go7_ualkJWzsTrd tt-0.0 4.2.6 1 70 L913.3.14 19.6.0 25.8.2 I 32.0.0 + 34.9.10 39.0.0 80.0.9 0.0 4-2.6 2.9 10 6.3.14 6 2.2 6.2.2 63.14 2.8 10 4.2.6 •00 Scale = 1:66.8 2x4 If r--- 5x6 = 3x8 = 3x6 = 3x8 = 5.00;12 5x6 = 4 20 21 5 22 23 6 7 24 25 26 8 27 28 9 _ - 29 30 16 31 32 14 3r 315 5x8 = 6x8 = 2x4 11 5x8 = 2x4 11 6X8 = 5x8 = 1 LOADING (psl) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014lrP12007 CSI. TC 1.00 BC 0.94 WB 0.73 Matrix -SH DEFL. in Verl(LL) -0.49 Verl(TL) -1.14 HOrz(rL) 0.20 loc) Vdefl Ud PLATES GRIP 16 >931 240 MT20 244/190 16 >405 180 11 rVa rVa Weight: 441 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9.0-8 oc bracing. WEBS 2x4 SP No.3 fabilcation, s"Wo. delivery. orectkxn and bracang of Inmos and intss syslerns. soeANSI/1PI I Quality Criteria. DSB-89 and SCSI BulWing Component REACTIONS. (lb/size) 2=2942/48.0, 11=2941/0-8-0 Safety Information ovaaable nom Russ Plate Institute. 218 N. lee Street. Suite 312. Alexandre. VA 22314. Max Horz 2=46(LC 12) Max Uplift 2= 883(LC 4), 11- 983(LC 5) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except When shown. TOP CHORD 2-3=-6640/2219, 3-4=-6621/2247, 4-5=-6209/2126, 5-7=-10532/3593, 7-8= 10532/3593, 8-9=-6206/2124,9-10=-6618/2245,10-11=-663612217 BOT CHORD 2.19- 1974/6017, 17.19_ 316519503, 16-17=-3165/9503, 15-16=-3163(9496, 13-15=-316319496,11-13=-1982/6014 WEBS 3-19=-139/263.4-19=-531/1999,5-19=-3669/1256, 5-17=0/527,5-16---37311169, 7-16=-6831426, 8-16=-378/1177, 8-15=0/527, 8-13=-3664/1253, 9-13=-530/1996, 10-13=-140/264 NOTES- (10) 1) 2 -ply truss to be connected together With 10d (0.131'x3') nails as follows: Top chords connected as follows: 20 - 1 row a1 0.7-0 oc. Bottom chords connected as follows: 2x6.2 rows staggered at 0.9-0 oc. Webs connected as follows: 20 - 1 row at 0.9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=1 Sit; Cat. 11; Exp C; Encl., GCpf=O 18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent With any other live loads 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 01=1b) 2=983,11=983. Thomas A. Alban! PE No.39380 MITsk USA, Inc. FL Carl 6634 OU Palk* Ent Blvd. Tampa FL 33610 Dat*: January 23,2018 Q WARNING . VM/ydedgnparameters andREAD NOTESON THIS AND INCLUDED MrrEKREFERANCE PAGEMO -7473 rev. 106=15BEFORE USE. Design valkl for use only with Hiek® connectors this design Is based only upon parameters shown. and Is for an kxgvkhwl building Component. notelersandpropertyIncorpotothisdesignIntotheoveranaRtsssystem. Before use. the btbcbV cleagner mnsl vo4fy the applicability of design pama Bracing Indicated Is to buckBng IndlAdual Inns web and/or chord members orgy Additional temporary and peimanenl bracing WOWixAcnngdesign. prevent of 6 always rect lied tot stability and to prevent collapse with possUe personal Injury and property damage. For general gnidonce regarding the 6804 Parke East Blvd. fabilcation, s"Wo. delivery. orectkxn and bracang of Inmos and intss syslerns. soeANSI/1PI I Quality Criteria. DSB-89 and SCSI BulWing Component Tampa. FL 33610SafetyInformationovaaablenomRussPlateInstitute. 218 N. lee Street. Suite 312. Alexandre. VA 22314. Job Truss Truss TypeOty Ply WP0209 MOWkalwaysregrinedfonstabilityardltopeventcollarsevAlhpDw"o personal Initay and properly damage For generalgtrkiarlce togaaralng the ratrlcallm storoge. delivery, erection and bracing of Ines and Inns systems seeANS1/IPI l Quality CritaAo, DSO -09 and SCSI Wilding Component 6904 Parke East Blvd. Safety IMormatlon ovallable from Truss Plate Institute, 218 N. Lee Sheel. Suite 312. Alexandria VA 22314. Tampa. FL 33610 713030976 WPO209 A01 HIP GIRDER 1 2 Job Reference (optional) Builders FlrsiSource, Tampa, Plant Glty, F1011011 33566 a.lJa s aep ra zvr r ml r era muvsurea, nrr:. run dmr co 14. — cv vv reyv c ID:rbOYL3JolCVtU1FgSJd63xypdA7-qbx(akSayMu3VRgayTWZEy2Y09PIZFN77EdlsyzsTrc NOTES (10) 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 203 Ib down and 203 Ib up at 7-0-0,105 lb down and 107 Ib up at 9-0-12,105 Ib down and 107 Ib up at 11-0-12,105 Ib down and 107 Ib up at 13-0-12,105 Ib down and 107 Ib up at 15-0-12,105 Ib down and 107 Ib up at 17-0-12,1051b down and 107 Ib up at 19-0-12,105 Ib down and 107 Ib up at 19-11-4,105 Ib down and 107 lb up at 21-11-4,105 Ib down and 107 lb up at 23-11-4,105 Ib down and 107 Ib up at 25-11-4,105 Ib down and 107 Ib up at 27-11-4, and 1051b down and 107 Ib up at 29-11.4, and 203 lb down and 203 Ib up at 32.0-0 on top chord, and 317 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 15.0.12, 81 Ib down at 17-0-12,81 Ib down at 19.0.12, 81 Ib down at 19-11.4, 81 Ib down at 21-11.4, 81 Ib down at 23-11-4, 81 Ib down at 25-11-4, 81 Ib down at 27.11.4, and 81 Ib down at 29-11.4, and 317 Ib down and 1091b up at 31-11.4 on bottom chord. The desigNselection of such connection device(s) is the responsibility o1 others. 10) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-9=-54, 9-12=-54, 2-11=-20 Concentrated Loads (lb) Vert:4=-156(B)6=-105(8)9=-156(B)19=-317(8)5=-105(B)17=-58(8)15=-58(8)8=-105(8)13=-317(B)20=-105(8)21=-105(8)22=-105(8)23= 105(8) 24=-105(8)25=-105(8)26=-105(B)27=-105(B)28=-105(B)29=-58(8)30=-58(B)31=-58(8)32=-58(8)33=-58(8)34=-58(8)35=-58(8)36=-58(8)37=-58(B) 38=-58(B) 0 WARNING - Verilydesignpanunatom andREAD NOTESON THIS ANDINCLUDED Mn'EK REFERANCE GAGEP4114479rev. I49MISBEFORE USE. Design, valid rot use only vAth MI106 connectors. thisdesign Is based only upon parameters showrt andIs for an Individual b(Adtrp component, not a Inm system. Below use, the L*ik g designer mtnt verify the nixMi:abilfy of design Ixuarrrelers and ptopetly Incorpotato tint design Into the overall building design. Bating Indicated Is to prevent buckling of Individual puss web and/a chord members only Additional temporary and permanent bracing MOWkalwaysregrinedfonstabilityardltopeventcollarsevAlhpDw"o personal Initay and properly damage For generalgtrkiarlce togaaralng the ratrlcallm storoge. delivery, erection and bracing of Ines and Inns systems seeANS1/IPI l Quality CritaAo, DSO -09 and SCSI Wilding Component 6904 Parke East Blvd. Safety IMormatlon ovallable from Truss Plate Institute, 218 N. Lee Sheel. Suite 312. Alexandria VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply WPO209 in (loc) Well Ud PLATES GRIP TCLL 20.0 Tonga. FL 33610 713030977 WP0209 A02 Hip 1 1 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s sep 15 zu1 r MiTekex industries, Inc. I ue ,ran 23 12A o:ee 2018 rage 1 ID:rbOYL3Jo1CVI U1FgSJd63xypdA?•gbxxakBayMu3VRgayTWZEy2ak90WZFB77EdlsyzsTrc it•0 0 4.9.14 H OF. 0 16.0 9 22.11.7 I 30.0.0 34.2.2 I 39.0-0 40.0.0 0.0 4.9.14 4.2.2 7.0.9 6.10.13 7.0.8 4.9.14 40 5x6 = 5.00 F,2 3x6 = 3x6 = 20 11 5x6 = Scale a 167.2 3x6 = 17 16 15 14 13 12 3x6 = 3x8 = 3x8 MT20HS = 20 11 5x8 = 06 = 30 = LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Tonga. FL 33610 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.34 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(TL) 0.84 14-15 >548 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.23 10 Na n1a BCDL 10.0 Code FBC2014/TPI2007 Matrix -SH Weight: 190 lb FT = 20%9 LUMBER- BRACING - TOP CHORD 20 SP No.2 Except' TOP CHORD Structural wood sheathing directly applied 6.8: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. BOT CHORD 20 SP No.2 WEBS 1 Row at midpt 5-17 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=149010-8-0,10--1490/0-8-0 Max Horz 2=58(LC 16) Max Uplift 2=-411(LC 8), 10=-411(LC 9) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3. 3008/1786, 3.4=-2802/1628, 4-5=-2576/1566, 5.7=-3527!2115, 7-8=-3527/2115, 8-9=-2802/1628,9-10=-3009/1787 BOT CHORD 2-17— 1520/2707, 15-17=-1867/3526, 14-15=-1867/3526,12-14=- 1307/2555, 10-12=-1537/2708 WEBS 3-17=-181/253,4-17=-358/765, 5.17=-1170/634,5-15=0/261, 7-14=-397/344, 8-14=-643/1191,8-12=-56/353,9.12=-183/254 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.0ps1; h=1511; Cat. II; Exp C; Encl., GCpi--0.18: MW FRS (envelope) and C -C Extedor(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psl on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 2=411,10=411. 8) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39360 MITO USA, Inc. FL Cert 6634 6904 Parka East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING • Vedfy dsWgn parWWW8 and READ NOTES ON THISANDINCLUDED Mr7EK REFERANCE PAGEM7473 rov. I00MIS BEFORE USE. Design valid lot use only with Milekl9 conroclas. Bis despl Isbased only upon paameters stlown. aril h lot an MMdtal buld1no component, notatrusssystemBofaotoe. the IrNding designer must verily the applicability of design parameters and property Incorporate Bis design Into the overallbuildingdesign. Bracing Indicated Is to prevent budding of Individual Inrss web aril/or chord members only. Addillorwl temporary and permanonl bi Ing M iTek' Is always iecrAod lotstab0lty and to prevenl collapse withpossible personal Wt+y andIxoperty damage. Forgeneral andante regadng Bre M41callon. storago. delivery- orection and txocirtg of trusses and trusssystems. soeANSVIPI I Quality Criteria. DSB-89 and BCSI Building Component 6804 Parke East Blvd. Safety Information avaBabte from Buss Plate Institute. 218 N. toe Street. Suite 312, Alexardrla. VA 22314. Tonga. FL 33610 WP0209 IA03 IHip I1 I 1 I 713030978 ders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 12:16:57 2018 Page 1 I D:rbOYL3Jol CV t U t FgSJd63xypdA?-n_3i?ODgUz8nll_y4uY 1JN7zry5H 19JOaY60wrzsTra tt-0.0 5.9 14 + 11.0.0 16.8.0 22-4.0 28.0.0 I 33.2.2 I 39.0 0 q0 0•Q i•o o se 14 sz•2 5 ao 5-8-0 s•ao s2.2 5 a-14 ao SMRT 5x6 = 3x4 = 3x6 =3x4 = 5x6 = 4 5 6 7 8 Scale = 1:66.9 3x6 i 16 " 12 3x1$ c 5x6 WB= 3x8 = LOADING (psi) DEFL. InSPACING- 2.0.0 TCLL 20.0 Vert(LL) -0.32PlateGripDOL1.25 TCDL 7.0 Vert(TL) -0.88LumberDOL1.25 BCLL 0.0 ' Horz(TL) 0.20RepStressIncrYES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 Except' BOT CHORD 13-15: 20 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1490/0-8-0,10--1490/0-8-0 Max Horz 2=70(LC 12) Max Uplift 2=-391 (LC 8), 10---391 (LC 9) 3x4 = 3x8 = 5x6 We= CSI. DEFL. In loc) Well L/d PLATES GRIP TC 0.68 Vert(LL) -0.32 2.16 >999 240 MT20 244/190 BC 0.91 Vert(TL) -0.88 2-16 >521 180 WB 0.71 Horz(TL) 0.20 10 Na Na Matrix -SH Weight: 190 lb FT = 20°0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2.7-13 oc puffins. BOT CHORD Rigid ceiling directly applied or 4.9-4 oc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2982/1802, 3.4=-2659/1565, 4-5=-2422/1508, 5-7=-2926/1793, 7-8=-2422/1508, B-9=-2659/1565,9-10=-2982/1802 BOT CHORD 2-16=-1531/2690, 14.16=-1509/2883, 12-14=-1511/2883, 10-12- 1544/2690 WEBS 3-16=-327/379,4.16=-3531735, 5-16=-703/396,7-12=-703/396,8-12=-353!735, 9-12=-327/378 NOTES- (7) 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.Opsi; h=15ft; Cal. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Exledor(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf 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 01=115) 2=391,10--391, 7) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39380 Wilk USA, Inc. FL Cert 6634 6904 Parka East Blvd. Tampa FL 33610 oats: January 23,2018 Q WARNING • VaOy dedgn paremafaa and READ NOTES ON THIS ANDINCLUDED Mrl'EKREFERANCE PAGEMF7479rev. 10931016 BEFORE USE. Design validfor useorgyvAth WlekOconnectors. nnlsdesign Isbased only upon pufameters shown. aril Is lot an hdMdualbuildingcomponent. notriyMkdesignIntotheoverallalit= system. Setae tae, the Ixildbt0 designer mtal verily the applicability of deso) parameters aril piopoIncorporate Ixlldln0 design Bracing Indicated is to prevent bucking of Individual truss web aril/a chord members only. Addillonal lomtotary and permanent bracing Welk' Is always iogthed forstability and to prevent collapse vAth possible personal hlfay and property damage. For general guidance tegardng the Ic"Icallon. storage, delivery. eiecilon and bracing of trusses and innssystem& seeANSI/IPIl Quality Criteria, DSS -89 and SCSI Wilding Component 6904 Parka East Blvd. Safety Information ova[IMle nom buss Plate Inslilute. 218 N. leo Slieet. Suite 312. Nexandrlo. VA 22314. Tempa. FL 33610 Job Truss Truss Type Oty Ply in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Safety Information ovaliable hem truss Plate lnstpMe. 218 N. tee Street. Suite 312. Alexandria VA 22314. Plate Grip DOL 713030979 WP0209 A04 HipI. 1 1I IWP0209 Lumber DOL 1.25 BC 0.88 Verl( L) 0.68 10.12 >676 180 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33565 8.13v s Jap tp 2017 mirex muusuies, mv. rue oar, cu @c. o.ao cv io -ev ID:rbOYL3Jo 1 CV 1 U 1 FgSJd63xypdA?-FAd4DmDSFHGeMuZ9ec3Gsag6AMS?mlrapCrySHzsTrZ tl-0.0 13.0.0 19.6.0 26.0.0 I 31.8.14 39.0.0 qo-o- 0.0 7-3 2 5.9.14 66 0 6.6 0 5.8 14 7-3-Z 0.0 5x6 = 2x4 11 5x6 = Scale = 1:67.2 30 = 3x6 = 34 = 3x6 = 3x4 = Ig, LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Safety Information ovaliable hem truss Plate lnstpMe. 218 N. tee Street. Suite 312. Alexandria VA 22314. Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.29 10.12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Verl( L) 0.68 10.12 >676 180 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.17 8 We rVa BCDL 10.0 Code FBC2014rrP12007 Matrix -SH Weight: 184 Ib FT = 20°0 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.1 Except' BOT CHORD Rigid ceiling directly applied or 4-11-4 oc bracing. 11-13:20 SP No.2 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1490/0-8-0, 8=1490/0-8-0 Max Horz 2=-81(LC 13) Max Uplift 2=-371 (LC 8), 8=-371 (LC 9) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2969/1780, 3-4=-2720/1661, 4-5=-2545/1628, 5-6=-2545/1628,6-7=-2720/1661, 7-8=-2969/1780 BOT CHORD 2-14=-1501/2670,12-14=-11 13t2206, 10.12=4116/2206, 8-10=-1 511/2670 WEBS 3-14=-328/389,4.14=-263/537,4-12=-2201581, 5.12=-399/339,6-12=-220/581, 6-10=-263/537, 7-10=-328/389 NOTES- (7) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=15111; Cat. II; Exp C; Encl.. GCPI=0.18; MW FRS (envelope) and C -C Exterior(2) zone;C-C for members and forces 8 MW FRS for reactions shown-, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconourreni with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psl. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except QI=1b) 2=371,8=371. 7) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Albani PE No.39380 MITak USA, Inc. FL Carl 6631 8904 Parka East Blvd. Tampa FL 3 610 Data: January 23,2018 Q WARNWO - Vwfly dadynparameters andREAD NOTES ON TMAND INCLUDED MREK REFERANCE PAGE M67473rev. 1803MIS BEFORE USE Design vciki for use only Win Mltek0 conneclois. thisdesign 6based only upon parameters spawn. and Is fol M Individual building component. not o titns systein. Before use. the txdldt g designer muni verify the cWicobillty of design pxarneters and poparly Incorporate Ihb design Into the overallbuildingdesign. Biochg Indk:aled bto prevent bmldhg of Indtvklval tnm web aril/or chard membersonly Additional temporary and permononl bating MiTek' 6 atwoys ieguiiod for slal)ally and to peveni collapse wtlh possible personal May and properly damage. For general guidance regarding the fabik;alkm storogo, delNery. erection and bracing of misses aril truss systems, seeANSIMI l Ouasly Cdherlo, DSB-89 and BCSI Bustling Component 6804 Parka East Blvd. Safety Information ovaliable hem truss Plate lnstpMe. 218 N. tee Street. Suite 312. Alexandria VA 22314. Tonpa. FL 33610 T13030980 WPO209 A05 Hip 1 1 Inh Qafaranro fnnfinnall s FlrslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2011 MI I en mausuies. Inc. I ue dan za izno:aa zv in rage r ID:rbOYL3Jo1CV1UllFgSJd63xypdAT-INBS06E4ObOV 28LBJaVOoDFamIRV71j2sbV7lzsTrY 0.0.0 7.9.14 15-0.0 19.6.0 24-0.0 31-2.2 39.0.0 0. 00. 0 1-0- 7-9.14 7-2.2 4.6.0 4.6.0 7.2-2 7.9.14 0 5.00 F,2 5x6 = 2x4 II 5x6 = Scale = 1:66 3 3x6 = 3x4 = 3x6 = 14 -_ 3x8 = 3x6 = 3x4 = 26.11.2 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell L/d PLATES GRIP TCLL 20.0 Safety information ovdlable non truss Plato Inslilule, 218 N. Lee Street. Sulle 312, Alexondlb. VA 22314. Plate Gnp DOL 1.25 TC 0.92 Vert(LL) 0.32 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Verl(TL) 0.70 14.16 >658 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.50 HOrz(fL) 0.17 10 Na We BCDL 10.0 Code FBC2014/TP12007 Matrix -SH Weight: 189 Ib FT = 2040 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.1 Except' BOT CHORD Rigid ceiling directly applied or 2.2-0 oc bracing. 13-15: 2x4 SP No.2 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1490/0-8-0,10--1490/0-8-0 Max Horz 2=93(LC 16) Max Uplift 2=-369(LC 12), 10=-369(LC 13) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2981/1797,3 -5=-2738/1724,5-6=-2184/1457.6-7=-2184/1457,7-9=-2738/1724, 9-10=-2981/1797 BOT CHORD 2.16=-1514/2667, 14-16- 1012/2038, 12-14=-1014/2038, 10-12=-1524/2667 WEBS 3-16=-3821447, 5-16=-403/670, 5-14=-80/420, 6-14=-250/187, 7-14- 80/420, 7-12=-4D3/670,9-12=-383/447 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VU11=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsi; h=1511; Cat. II, Exp C; Encl., GCpi-0.18; MWFRS (envelope) and C -C Exterior(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 01=1b) 2=369,10=369. 7) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Albani PE No.39380 MiTsk USA, Inc. FL Celt 6634 8904 Parks EastBlvd. Tampa FL 33610 Data: January 23,2018 WARNING - Verify dasfyn param fee and READ NOTES ON THIS AND INCLUDED MITEN REFERANCE PAGE MII.7,173 rev. I&MMI S BEFORE USE. Design vdkl for use only with Mllek® conneclos. Wils design Isbased only upon "amelers shown. and Is for an Individual building component. mol ahens system. Before use. the txlldng designer mini verity the aWicoblly o1 design parameters and ixopeily Incorpofate this design Into the overall rAAcArg design. Bracing Indicated Is to rxovenl brckling or WKMdual truss web mWot chord membersonly Additional lempowry and permonenl bating M iTek' is always iegrlied for stability and to prevent collapse wnh possible personal IrirsY and property damage. for general guklonce regadng the Iabk:ollon, storago, delivery. erection and Ixocing or Inisses and tnrss systems, secANSUIP1I Quality Cdterlo, DS11-89 and SCSI Suading Component 6904 Perko East Blvd Safety information ovdlable non truss Plato Inslilule, 218 N. Lee Street. Sulle 312, Alexondlb. VA 22314. Terrpe. 1. 33610 WP0209 IA06 [Hip I1 I 1 I 713030981 s FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Tue Jan 23 12:17.00 2018 Page 1 1D:rbOYL3Jol CV 1 U1 FgSJd63xypdA?-BZIgeRFinuW McCiXi I Skx?ITzA7xEaOsHW K3XAzsTrX 1.0- 8.09 13.4.4 17.0.0 19.6.0 22.0.0 25.7-12 27.5.6 30.11.7 2.10.13 39.0.0 40.0- 0- 8-0 9 53.11 3.7.12 2.6.0 2.6.0 3.7.12 1.9 10 3-6 1 1-11.6 6.1-3 1-0 d Scale = 1:68.1 5.00112 5x8 = 3x8 II 5x8 = 3x6 4x6 = 30 = 16 34 = 30 = 06 = 3 Ig LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in (loc) Wait Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Ven(LL) 0.29 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(TL) 0.75 12.14 >609 180 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.17 12 n/a Na BCDL 10.0 Code FBC2014lrP12007 Matrix -SH Weight: 191 Ib Fr = 20°b LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 6.8: 2x6 SP M 26,1-4,10-13: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or4-10-0 oc bracing. BOT CHORD 20 SP No.1 'Except' WEBS 1 Row at mldpt 5-16,9-16 15-17:2x4 SP No.2 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=149010-8-0,12=1490/0-8-0 Max Horz 2=-104(LC 13) Max Uplift 2=-383(LC 12), 12=-383(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2935/1795,3-5=-2698/1712,5-6=-1919/1302, 6-7=.1749/1239,7.8=-1749/1239, 8-9=-1919/1302,9-11=-2698/1712,11-12=-2935/1795 BOT CHORD 2-18=-1505/2637, 16-18=-1125/2166, 14-16=-1128/2166, 12-14=-1515/2637 WEBS 3.18=-356/404, 5.18=-311/567, 5-16=-584/438, 9-16=.584/438, 9.14=-311/567, 11-14=-356t40417-16=-529/899 NOTES- (7) 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=3.0ps1; h=1511; Cat. II; Exp C; Encl., GCpi=0.le; MWFRS (envelope) and C -C Exterior(2) zone;C-C for members and forces 8 MWFRS lot reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 2=383,12=383. 7) 'This manufactured product Is designed as an individual building component. The suitability and use of this component lot any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Albani PE No.3930 MITek USA, Inc. FL Cart 6634 6904 Parka EastBlvd. Tampa FL 33610 Date: January 23,2018 Q WARNWO • Vedly des/fin per~ws end READ NOTES ON THIS AND WCLUDED MREK REFERANCE PAGE MQ7473 rev. 1=14015 BEFORE USE Design valid la useonly vAth Mllek®conrlectors. this deslgirt Isbased only upon paamelets shown. and is lot do hdlvkAlal bubdblg component. notabrassystem. Before use, 1 o bxildln0 designer must verify the apllicabllly of design {xnamelers and properly Incotpotote "design Into theoverall brOding design. Bracing Indk:olod Is to prevent buckling of IndlvkAxd teas web and/or chord members only. Addllbrwl temporary and permanent bracing M!Te k' Is always redpitod lot slabally and to pievenl collapse with possbile personal 6yury and property damage. rot goneral guidance iegad ing the fabk;olkm, storage. dellvery. erection and booting of Inisses arta Inas systems sor-ANSI/iPI I Quality Criteria. DSB-89 and SCSI Building Component 6904 Pmke Eost Blvd. Safety Information ovallabie from ltrm Peale b1sIIMe. 218 N. lee Street. State 312. Alexandra. VA 22314. Tempo. FL 33610 Job Truss Truss Type Oty Ply[Of, P02 MiTek' a." 6904 Parks East Blvd. Plate Offsets (X Y)-- 12:0-3.00-1-81 16.0-3-0 0-2-41 18:0-3-0 0-2-41 112:0.3.0 0-1-81 Tempo. FL 33610 713030982 WP0209 A07 Hip 1 1 in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 b Reference (optional) BUlltlers FirslbOurCe, l amps, manl uiry, Flonaa 33bb6 a. i 4V s oep ro ev, r r mn en muuau pea. n- v un vm i w ic. - cv , v raye . ID:rbOYL3Jo1 CV 1 U 1 FgSJd63xypdA?-IIJCrnGLYCeODMHkJkdzTDIcSZTAzyUOVA4c3czs7rW 2o-0.0 1.0{' 80a 13.4.4t9.00 ,9.60 25-7•+2 301+•6_ 39.0.0 40-0.0 o-0 e<oe 5.3.1, sT•,2 5-7-12s311 eoe ,•o-0 0.6 0 Seale = 1:67.9 3x6 11 3x6 = 3x6 = 5.00 12 678 06 = 3x8 = 3x4 = 3X4 = 06 = m 3- 106.5 19-00 1 20-0-0 285.11 39-0-0 1085 85.11 85.11 1065 MiTek' a." 6904 Parks East Blvd. Plate Offsets (X Y)-- 12:0-3.00-1-81 16.0-3-0 0-2-41 18:0-3-0 0-2-41 112:0.3.0 0-1-81 Tempo. FL 33610 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.26 16.18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Veri(TL) 0.74 2-18 >626 180 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.17 12 nta We BCDL 10.0 Code FBC2014/TP12007 Matrix -SH Weight: 189 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 1-4,10.13: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 4.9.9 oc bracing. BOT CHORD 20 SP No.1 'Except' WEBS 1 Row at midpt 5-16,9-16 15-17: 2x4 SP No.2 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1490/0-8-0,12=1490/0-8.0 Max Harz 2=-116(LC 17) Max Uplift 2=-396(LC 12), 12= 396(LC 13) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2927/1809, 3-5=-2698/1733, 5.6=-1894/1302, 6-7=-1692/1261, 7-8=-1692/1261, B-9=-1894/1302,9-11=-2698/1733,11-12=-2927/1809 BOT CHORD 2-18=-1517/2628, 16.18=-1164/2188, 14-16=-1167/2188, 12-14=-1527/2628 WEBS 3.18- 330/377, 5.18= 287/551, 5-16=-69D/546, 9-16=-690/546, 9.14=-287/551, 11-14=-330/377.7-16=-675/1063 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph-, TCDL=4.2ps1; BCDL=3.Ops1; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Extedor(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed lot a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psl on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 01=1b) 2=396,12=396, 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39380 MiT*kUSA, Inc. FL Cart 6634 6904 Park* East Blvd. Tampa FL 33610 Dat*: January 23,2018 0 WARNING - Va1ry dsdgn paramsrsrs and READ NOTES ON THIS AND INCLUDED ANTEK REFERANCE PAGE N87473 rev. 1011MIS BEFORE VSE Design valid for useonly YAM Mllek® conneclois. n* design Stxssed orgy upon paamele,sshown, and S fa an bodIvldu[Sbuilding component. not a buss system. Before me, the building designer mtrsl verify the applicability of design paamelors and property Incoiporolo this design Into the overall bxNdbng design. ®acting Indicated Is to prevent bticktirlg of IndNkfrxi inns web ax:!/of chord members only. Addillorwl temporary and permanent braclng MiTek' Is always receded forslabllity and to prevent collapse wllhpossible personal 1Nray andproperty damage. Fageneral guidance negadng the fabricollon. storage, delNery. esecllon and bracing of trusses and Imrooms, seeANSI/FPI I Quality Criteria, DSB-89 and $C$1 Building Component 6904 Parks East Blvd. Safely Information available Iran Truss Plate Inslllule. 218 N. Lee street. Sulle 312, Alexandria. VA 22314. Tempo. FL 33610 Job Truss Truss Type Oty Ply PLATES GRIP I.Common 1.25 TC 0.87 713030983 WPO209 A08 13 1 IWPO2011 Verl(TL) 0.74 10-12 >622 180 BCLL 0.0 Rep Stress Incr Job Reference (optional) no - 0- 1 tsuncers t-rrslsource. Pampa. Ylanl Illy, nulla ooaoo ID:rbOYL3Jo1CV1U1FgSJd63xypdA?-b80zGTHb4puxTgR609fRZeNxPN9cRrwzUZ18UzsTrU 1.0• 6.0.15 13.4.5 19 6.0 25.7.11 30.11-t 39.0.0 0.0- 00 8.0.15 5-3.6 61.11 6.1.11 S3.6 8.0-15 a 5x6 = 5.00F1 -2 Scale = 1:65.7 4x6 = 3x8 = 30 = 3x4 = 4x6 = LOADING (psi) SPACING- 2-00 CSI. DEFL. In (Ioc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Ven(LL) 0.26 1012 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Verl(TL) 0.74 10-12 >622 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(rL) 0.17 10 We n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -SH Weight: 190 Ib FT = 20°9 LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 1-4,8.11: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 4.9.6 oc bracing. BOT CHORD 20 SP No.1 'Except' WEBS 1 Row at midpt 7-14,5-14 13-15: 20 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1490/0-8-0,10--1490/0-8-0 Max Horz 2=-1 19(LC 13) Max Uplift 2=-399(LC 12), 10=-399(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2941/1812, 3-5=-2697/1739, 5.6=-1892/1307, 6-7=-1892/1307,7-9=-2697/1739, 9-10=-2941/1812 BOT CHORD 2-16---1519/2625,14-16---1172/2191.12-14=-1 175/2191. 10-12= 1528/2625 WEBS 6-14=-693/1080, 7-14=-699/559, 7-12=-2851549, 9-12=-3281372, 5-14=-6991559, 516=-2851549, 3.16=-328/372 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUII=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psi; BCDL=3.Ops1; h=1511; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C -C Exterfor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 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 lit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 0t=1b) 2=399.10=399. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code " Thomas A. Albani PE No.39380 Mi7ek USA, Inc. FL CBR 8834 8904 Parke East Blvd. TampaFL 33610 Date: January 23,2018 Q WARNWG - Vedry daOgn pwaPnoton andREADNOTESON THIS AND WCLUDEO N)TEKREFERANCE PAGE M1167473rov. 169M16 BEFORE USEDesignvalidforuseonlywithWlekSconnectors. TW design Is based only upon r/.lraneters shown. and Is for an Individual buldtrng component, notatrusssystem. Before use, the IxUdrng designer must verity the aplNk;abllly of design patamelers and properly Incorporate iM6 design Into the overall briding design. Bracing Intlk:aled is to ptevenl buckling of Individual hiss web art/or chord members only. Addikxxri temporary and permanent tracing WOWisalwaysrequiredfastabilityandtopreventcollapsewllhpossiblepersonaleVr+y and properly damage. For general guidance reg rdlng hefabksatkxn, storage, delivery. erection and bracing of trusses and truss systema seeANSI/TPII CuaBN Cdtoda, DSB-89 and BCSI Buadlny Component 6904 Park* East Blvd Safety IMormatlon avallable from truss Plate Ins11Me. 218 N. lee street. Suite 312. Alexandria. VA 22314. Torrpo. i. 33610 WPO209 IA09 I 713030984 2017 ID:tbOYL3JoI CV1 U1 FgSJd63xypdA7.0165uVKTNkGW K7Ah6HC8AG?YKeHSeHwilSnNlpzsTrF X1.0.0 6.9.14 13.0 .0 1 19.6.0 i 26.0.0 1 32.2.2 1 39-0.0 40.0.0 0- 6.9.14 6 2.2 16— 6-2-266.0 6.2.2 6 9-14 0 0 Scale = 1:65.7 5x6 = 20 II 3x6 = 6xe 30 = 2x4 11 3x4 = 3x6 = LOADING (psl) SPACING- 2-0.0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.05 10.12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Ven(TL) -0.14 10.12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.55 Horz(TL) 0.02 10 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -SH Weight: 203 Ib FT = 20%, LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.9.9 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. WEBS 20 SP No.3 WEBS 1 Row at mldpl 6-15,7-15.5-15 REACTIONS. All bearings 0-8-0. Ib) - Max Horz 2=-119(LC 17) Max Uplift All uplift 100 lb or less at joint(s) except 2=-116(LC 12), 15=-429(LC 13), 16=-240(LC 12), 10= 187(LC 13) Max Grav All reactions 250 Ib or less at joint(s) except 2=413(LC 23), 15=1476(LC 1), 16=738(LC 23), 10=583(LC 24) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-402/186,3-5-130/447,5-6=-160/594, 6-7=-161/595,9-10=-819/453 BOT CHORD 2-18=-110/308, 16.18— 110/308, 15-16=-353/391, 12-14=-301/689, 10-12=-301/689 WEBS 6.15=-732/422, 7-15=-772/587, 7-14_ 1531438, 9-14_ 613/467, 9-12=0/273, 5-15=-238/251, 5-16=-355/174, 3.16=-629/477, 3.18=0/274 NOTES- (6) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; VU11=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opst; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Exlerior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 Ib uplift at joint 2, 429 lb uplift at joint 15, 240 Ib uplift at joint 16 and 187 lb uplilt at joint 10. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 1 1 Thomas A. Albani PE No.39360 MiT,k USA, Inc. FL Cart 6634 6904 Parks East Blvd. Tampa FL 34610 Datc January 23,2018 WARNING • VerlNy dedpn paranWars and READ NOTES ON THIS ANOWCLUDED MNIEK REFERANCE PAGE MO.7473 rev. IMMIS BEFORE USE Design valkl for use only with Mllek® connectors. Irgs design Is lased orgy upon paanelers show% and Is lot on Individual building component, notatrusssystem. Before use, the 1xJidng designer must verily the applk:ablilly of design poranelens and property frlcorlonato ff* design Into the oveoullix9dlrgdesignBracinghxlicatedistoproven) buckling of IndNldsxil truss web and/or chord members orgy. Additional lemporary and permanent bracing MiTek' Is always necluked for slotAlly and to p ievont cc lq>se vAlh tosM-le personal fr1k+v and Ixopeny damage For general guidance regading the fatxkatlon, storage. delivery, eiectkxl caxt Ixactrg of Inrsses and truss systems seeANSI/IPI I Quality criteria, DSB•a9 and SCSI Building Component 6904 Parks East Blvd. Safety Information avdlable from truss Plate institute, 218 N. Lee Street. Suite 312, AlexoncIrla. VA 22314. Tompe. FL 33610 Job Truss Truss Type Oty PlyWP0209 WOWprevent Is always recplred lot stablllly and to prevent cotlarAo with possible personal Injury and Iropeny damage For general gukfalce iegardlnp Ile 6904 Parke East Blvd. k"Icatkln, staago, delivery, emelton and bracN of IRrsses and IRM systems seeANSI/TPII CuatiN Criteria, DSO -89 and 6CS1 Building Componenl Tompe, FL 33610SafetyInformationovaliabtefromTrussPlateInslltute, 218 N. lee Street. Salle 312. Alexandria. VA 22314. 713030985 W P0209 A 10 GABLE 1 1 Job Reference (optional) ttumers Flrsmi0urce, 1 ampa, viani t,lry, 1-iorloa i i000 o..,7v 5 qtly w Zvi r -,1 tlR nlVwultla, 1— 1 vtl Yan w la.11.vY Lv,Y rcytl , I D:rbOYL3Jo 1CV 1U1 FgSJd63xypdA?-y5EsJALkvMW DZRK4DIFcGhSrZOrz6F126mGUprzsTrP 1.0 0 & 1. 110. 15 i 13.4.5 19.6.0 11:7 II 30.113.6. 1 39.0.0 40.0.0 0 &0.15 5-3-6 6 6 1.11 5 8.0.15 1•P0 5x6 = 5.00 F,2 Scale = 1:68.6 24 23 22 21 20 19 18 ^IV 1675 15 14 3x4 = 3x6 = 3x6 = LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.24 10.12 >976 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Verl(TL) -0.6510-12 >356 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.28 Horz(TL) 0.01 10 We n/a BCDL 10.0 Code FBC2014/TP12007 Maldx-SH Weight: 267 Ib FT = 20°0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.9-4 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.0.0 oc bracing, Except: WEBS 20 SP No.3 10.0.0 oc bracing: 12-14,10-12. OTHERS 20 SP No.3 WEBS 1 Row at midpt 6-14,7-14,5-14 REACTIONS. All bearings 19.4-8 except Qt=length) 10=0.8.0. lb) - Max Hom 2= 119(LC 13) Max Uplift All uplift 100 Ib or less atjoint(s) 2, 23, 24 except 14=-411(LC 13), 20=•278(LC 12),15=-1 1 1(LC 18), 10=-191(LC 13) Max Grav All reactions 250 Ib or less at joint(s) 2, 16, 17, 19, 21, 22, 23, 24 except 14=1517(LC 1), 14=1517(LC 1), 20=462(LC 23), 10=596(LC 24) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 3-5=-521269,5-6---122/528,6-7=-1 22/529, 7-9= 470/363, 9-10=-725/442 BOT CHORD 19.20= 238/308, 17-19=-238/308, 16.17=•238/308, 15-16=-238/308, 14-15=-238/308, 10-12=-273/597 WEBS 6.14=•679/389,7-14=-728/578,7.12=-313/589,9-12=-369/402, 5-14=-308/323, 5-20= 185/252,3.20=-360/412 1 jg NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psi; BCDL=3.Opst; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) zone;C-C for members and forces 8 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 consult qualilled building designer as per ANSI/TPI 1. 4) All plates are 20 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide Wil til between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 23, 24 except QI=1b) 14=411, 20--278,15=1 11, 10=191. 9) "This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39J80 MiTlk USA, Inc. FL Cert SOU 8904 Parka East Blvd. Tampa FL 33810 Data: January 23,2018 WARNWG • yedly desdynparamofem endREAD NOTES ON THIS ANDWCLUDED MrTEK REFERANCE PAGE N67473 rev. 100&2015 BEFORE USE. Design valid lot use ordy with Mllek® connectors. this design Is based only uponpaiameters shown. and Is lot an trx9vidual building comrwrlenl. nota, a puss system. Before trse, the brOdntg designer mtrst verily the appllcablity of design paamelens and Iroperiy Incapoialo it%design Into the overall design. ®acing Irldlcatod K to b,ciding ofIndividual truss weband/a chord members oNy. Additional tempotay and permanent bracing WOWprevent Is always recplred lot stablllly and to prevent cotlarAo with possible personal Injury and Iropeny damage For general gukfalce iegardlnp Ile 6904 Parke East Blvd. k"Icatkln, staago, delivery, emelton and bracN of IRrsses and IRM systems seeANSI/TPII CuatiN Criteria, DSO -89 and 6CS1 Building Componenl Tompe, FL 33610SafetyInformationovaliabtefromTrussPlateInslltute, 218 N. lee Street. Salle 312. Alexandria. VA 22314. i WPO209 801 Common Supported Gable 1 1 713030986 r..t, oere.e..e r,.,,i,,.n lets FustSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue an 23 12:17:09 2016 Page 1 ID:rbOYL3Jo1CVt U1 Fg8Jd63xypdA?-OIoEXWMMHe4BbuGnOmrovd80oObrIJBL001L8zs7rC 1.0.0 10.0.0 20.0.0 , 21.0-0 1.0-0 + 10-0.0 - 10-0.0 1.0-0 Scale = 1.35 3 4x6 = 30 = 16 17 16 15 14 13 12 3x4 = 5x6 = lg LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. OTHERS 20 SP No.3 REACTIONS. All bearings 20-0-0. lb) - Max Horz 2=-64(LC 13) Max Uplflt All uplift 100 Ib or fess at joint(s) 2, 16, 17, 14, 13, 10 except 18=-116(LC 12), 12=-116(LC 13) Max Grav All reactions 250 Ib or less at jofnt(s) 2, 15, 16, 17, 14, 13, 10 except 18=288(LC 23), 12=288(LC 24) FORCES. (Ib) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psi; BCDL=3.0psf; h=1511; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope) and C -C Exterioi(2) zone;C-C for members and forces 8 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 consult qualified building designer as per ANSUTPI 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 psi bottom chord live load nonconcurrent with any other live loads. 8) 'This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) N/A 10) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39380 M)Tsk USA, Inc. FL Cert 6634 6904 Parks East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING • Va fly design pwarwrme end READ NOTES ON DO AND INCLUDED WMK REFERANCE PAGE MO -7473 rev. few"IS BEFORE USE De*p valid for use only vAm Mitek® connectors. this design is based only upon paameters clown, and is for on hdMdtxi buldbtg component, not 20-0.0 a buss system. Befom tae, the txidbtg de*jnei must verify the al%)ftablity of design rxnametens and Ixopeily k'Corrxrale ihk design into the overall btiding design. Biachg Indicated Is to rxeveni budding of Individual truss web and/or chord moinbeis only. Additional temporary and peimaneni txocing WOWIsalwaysiecµied for slat -Ally and to prevent collaime wllh iwssiNe Wsonlal h)uy and rxoperty damage. rot general guidance regading 9to IObrlcallomstorage. delivery. otectlon and bracing of tnnsos and intss system& seeANSVWI l Quality Criteria. DSB-89 and SCSI Building Component Plate Offsets (X Y)-- 115:0-3-0.0-3-01 Tampa. FL 33610 LOADING ( psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Ved(LL) 0.00 11 n1r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Ved(TL) 0.01 11 Nr 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 10 We n/0- BCDL 10.0 Code FBC2014/rP12007 Matrix -SH Weight: 92 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. OTHERS 20 SP No.3 REACTIONS. All bearings 20-0-0. lb) - Max Horz 2=-64(LC 13) Max Uplflt All uplift 100 Ib or fess at joint(s) 2, 16, 17, 14, 13, 10 except 18=-116(LC 12), 12=-116(LC 13) Max Grav All reactions 250 Ib or less at jofnt(s) 2, 15, 16, 17, 14, 13, 10 except 18=288(LC 23), 12=288(LC 24) FORCES. ( Ib) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. NOTES- ( 10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psi; BCDL=3.0psf; h=1511; Cat. II; Exp C; Encl., GCpl= 0.18; MWFRS (envelope) and C -C Exterioi(2) zone;C-C for members and forces 8 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 consult qualified building designer as per ANSUTPI 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 psi bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) N/A 10) ' This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39380 M) Tsk USA, Inc. FL Cert 6634 6904 Parks East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING • Va fly design pwarwrme end READ NOTES ON DO AND INCLUDED WMK REFERANCE PAGE MO -7473 rev. few"IS BEFORE USE De* p valid for use only vAm Mitek® connectors. this design is based only upon paameters clown, and is for on hdMdtxi buldbtg component, not a buss system. Befom tae, the txidbtg de*jnei must verify the al%)ftablity of design rxnametens and Ixopeily k'Corrxrale ihk design into the overall btiding design. Biachg Indicated Is to rxeveni budding of Individual truss web and/or chord moinbeis only. Additional temporary and peimaneni txocing WOW Isalwaysiecµied for slat -Ally and to prevent collaime wllh iwssiNe Wsonlal h)uy and rxoperty damage. rot general guidance regading 9to IObrlcallom storage. delivery. otectlon and bracing of tnnsos and intss system& seeANSVWI l Quality Criteria. DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available ham litm Plate InstlMe. 218 N. I ee Sheet. Srlle 312, Alexandria VA 22314. Tampa. FL 33610 Job Truss Truss Type City Ply WPO209 a Irim system. Belore use. the Ixdlding designer must verify the aUpilcabllly of desln parameleis and properly Incorporato ih6 design into the overalltxeclingdesignNotingIndicatedIstopreventbuckllrlgorIndividualtrussweband/or chord members only. Additional temporary and permanent bracing WOWIsalwaysiegWedforstabliltyandtopreventcollapsewithpossiblepersonale11uyandpropettydamage. For general guidance iegarmng the fabrk:atlon. storage. delivery. eroctlon and brach* of trusses aid truss systems, soeANSVFPI I Quality Criteria, DSB-89 and BCSI BYDding Component 6904 Parke East Blvd 713030987 W P0209 B02 Common 2 1 Job Reference (optional) buaaers i irsibource, i ampa, dant crry, rronaa uaoo o. wv . Q.V , U CV , , •— • e • • ry. , — . eo ID:rbOYL3Jo1CVIU1FgSJd63xypdA?-uULcksN_OzmxpkTSL7H4L6AFkCX?aAOLa4lauazsTrN 1.0-0 5.5.0 10.0-0 14.7.0 20.0.0 21.0.0 1.00 5.5.0 4.7.0 4.7-01 5.5.0 +•o•o Scale = 1:35.3 4x6 = 3xS = JXU = 5x8 = LOADING (psi) SPACING- 2.0.0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Ven(LL) -0.16 6.8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.43 6.8 >534 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(TL) 0.05 6 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -SH Weight: 86 Ib FT = 20°0 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. WEBS 20 SP No.3 REACTIONS. (Ib/slze) 2=787/0-8-0,6=787/0-8-0 Max Hort 2=-64(LC 13) Max Uplift 2-216(LC 12), 6=-216(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1317/849,3-4-997/621.4-5=-997/621, 5-6=-1317/849 BOT CHORD 2-8=-67211172,6-8=-681/1172 WEBS 4-8=-247/533, 5-8-354/366, 3-8=-354/366 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Exiedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) - This buss 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 othermembers. 5) Provide mechanical connection (by others) of truss to bearing plate capable o1 withstanding 100 lb uplift at joint(s) except 01=1b) 2=216,6=216. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' lg Thomas A. Albani PE No.39380 MITek USA, Inc. FL Ced 6634 8904 Parke Ent Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING • Vedy dedyn peremetav and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE UP -7473rov, 100i IS BEFORE USEDes1UnvalkfforuseonlyvAthMllek®conneclors. TW design Isbased only upon parameterssWwn, andis nor an edlvldual bulding component, notaIrimsystem. Belore use. the Ixdlding designer must verify the aUpilcabllly of desln parameleis and properly Incorporato ih6 design into the overalltxeclingdesignNotingIndicatedIstopreventbuckllrlgorIndividualtrussweband/or chord members only. Additional temporary and permanent bracing WOWIsalwaysiegWedforstabliltyandtopreventcollapsewithpossiblepersonale11uyandpropettydamage. For general guidance iegarmng the fabrk:atlon. storage. delivery. eroctlon and brach* of trusses aid truss systems, soeANSVFPII Quality Criteria, DSB-89 and BCSI BYDding Component 6904 Parke East Blvd Safety Information avaBable ham Inas Plate Inslltute. 218 N. Lee Street. Suite 312, Alexandra. VA 22314 Terga. i. 33610 Job Truss Truss Type Oty Ply loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Ved(LL) CJt Jack -Open 41 240 02011713030988 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Ven(TL) 0.00 Reference (optional) Builders FirslSource, Tampa, Plant City. Florida 33565 UAW 5 asp 10 ZV I I Mr I eK mousores, mc. rue dao ea ic: i;. iv evr o rage i ID:rbOYL3Jo1CV1UtFgSJd63xypdA7-uULcksN_OzmxpkTSL7H4L6AKtCINaDZLa4lauazs7rN 1.0.0 , 1.0.0 1.0.0 1.0.0 20 = Scale a 1:6.5 LOADING (psi) SPACING- 2-00 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Ved(LL) 0.00 2 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Ven(TL) 0.00 2 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) 0.00 3 We n1a BCDL 10.0 Code FBC2014rrP12007 Matrix -P Weight: 5 l FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No -2 REACTIONS. (Ib/size) 3=-8/Mechanical, 2=125/0-8-0.4--9/Mechanical Max Horz 2=30(LC 8) Max Uplift 3=-8(LC 1), 2=-69(LC 8) Max Grav 3=15(LC 8), 2=125(LC 1), 4=18(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1.0.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; VUI1=140mph (3 -second gust) Vasd=108mph; 7CDL=4.2psl; BCDL=3.Opst; h=1511; Cat. II; Exp C; Encl., GCPI=0.18; MWFRS (envelope) and C -C Extedor(2) zone;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 20.0psl on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Alban! PE No.39380 MITek USA, Inc. FL Cart 66U 6904 Parke EastBlvd. Tampa FL 33610 Date: January 23,2018 0 WARNING- Vedly dodgnpamnWiirs andREAD NOTES ON THISAND INCLUDED 61ITEK REFERANCE CAGE 619.7,073 rev. 140MIS BEFOREUSE Design valid" use only vAth Mllek® connectors. lM deslgt Istorsed only upon "ameters shown. and Is to an Mlvioud buldhg compononl, not o Oras system. Before rise, the 1xAUW designer must verily the appliactbelly or design pcnameters and poperly Inco porate this design Into the overall M9ding design. 9aehg IrK k:oted Is to proven) buckling of IndNkkal truss web and/or chord members orgy. Additional temporary and permanent bracing MOWIsalwaysroguiredforstabilityandtopoventcol1cpsewllhpomblepersonalhlrnyandIxopertydamage. forgeneral guidance regardng the k"Ic( Ham storage, delivery, erecilon and bracing of mussescxnd innssystems, seeANSIMIl OrKAIy, CrIt9da, OSS -89 and BCSI Bulldhg ComponaM 6904 Parka East Blvd. Safety Insormotlon ov(Aabw barn truss Plate Inslllule. 218 N. Lee Sheol. Suite 312, Atexandrto. VA 22314. Tenpo. 1. 33610 Job Truss Truss Type Oty PlyWPO209 DEFL. in loc) Well Ud 713030989 WP0209 CJ3 Jack -Open 4 1 0.00 2-4 999 240 TCDL 7.0 Job Reference (optional) BUIItlerS Firstbource, I ampa, Plant tarty, Florlaa 33966 o fav s OUP i0 ev ir rv,. r nn nruusurUs, mc. un van cv .c. . cv,v rays ID:rbOYL3Jo1 CV1 U 1FgSJd63xypdA?-Mgv_xCOcBHvo0u2turoJtKlVzb4ZJtpUokVBOi zsTrM 1.0.0 _ 3.0.0 1.0.0 3.0.0 2x4 = 3.0.0 rtn LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.00 2-4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 008 Vert(TL) 0.01 2.4 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 rVa Na BCDL 10.0 Code FBC2014rrP12007 Matnx-P LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No 2 REACTIONS. (Ib/size) 3=52/Mechanical, 2=187/0-8-0,4=26/Mechanical Max Harz 2=59(LC 12) Max Uplift 3. 42(LC 12), 2=-72(LC 8) Max Grav 3=52(LC 1), 2=187(LC 1), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale - 1 10 8 PLATES GRIP MT20 244/190 Weight: 11 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0.0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=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 Exledor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf 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 beanng plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39380 MiTO USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Dau: January 23,2018 tD WARNING - Verily dadyn parameters end READ NOTES ON THIS ANDINCLUDED ARTEK REFERANCE PAGE Ma -7473rev. IM32015 BEFORE USE. Design validlot useorgywith Mllek0conneclors this design 6based only upon parameters shown, and Is lot an Individual buildingcomponent. not a hugss system. Before use, no Irdkdhg designer muni verify the applicatAl y of design parameters and properly Incorporate this design Into the overall btAalng design Bracing Indicated Is to prevent buckling of Individual Imss web and/or chord members only. Additional tempotary and permanent Iracing MiTekIsalwaysrequiredlotstahilltyandtoprevenlcollapsewithIossMepersonalInjuryandpropertydamage. Fog general guidance regarding thelaixicallon, storage. delivery, election and tracing of Inisses and Intlsystorns. seeANSI/iP11 Quality Criteria. DSB-a9 and SCSI Building Component 6904 Parke East Blvd safety Information avaaable from Truss Plate Institute. 218 N. tee Street. Sg4te 312. Adexanrlrio. VA 22314. Tempe. FL 33610 Job Truss Truss Type Ory PlyWP0209 In loc) Well Ud TCLL 20.0 Plate Grip DOL 713030980 i WP0209 CJS Jack -Open 4 1 240 TCDL 7.0 Lumber DOL 1.25 BC 0.26 V@ri(TL) Job Reference (optional) Builders FUSI50=0. Iampa, Plant lily, i-ionoa 33S0ti a. 10V s asp 10 CV 1 I ml l vK 111uu*111v*' 11— 1 YC Va11 GJ 1c.1 .. 1c cv.v r ayl ID: rbOYL3Jo1CVt UtFgSJd63xypdA?•rtTM9YOEya1f22drSYJYOXFbb?Mv263dlOEhyTzsTrL 1 •a0 5.0.0 1•a0 5.0-0 Scale = 1:14.9 20 = 540 LOADING (psi)SPACING- 2-0.0 CSI. DEFL. In loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Verl(LL) 0.03 2-4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.26 V@ri(TL) 0.07 2-4 820 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 Na rVa BCDL 10.0 Code FBC2014lrP12007 Matrix -P LUMBER - TOP CHORD 20 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 3-811 (LC 12), 2— 75(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 17 Ib FT = 20°0 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; VU11=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opst; h=15ft; Cat. II; Exp C; Encl., GCpI=0.18; MWFRS (envelope) and C -C Extedor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. 6) -This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39380 MITik USA, Inc. FL Calf 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING • V" dod9n parwnetem andREAD NOTES ON THIS AND INCLUDED UITEK REFERANCE CAGE MW7473 rev. 10032015 BEFORE USE. De&V n vatkl too use only with N41109 connectors. q*desl Is based only upon parameters shown. and is lot an bdlvlWal building component. not systemaInmstem Before use. the bxAldhg doslpnep mast verify the appacabllty of design pxnamelets and property hcoW>01010 ft design Into the overallbuildingdesignBracingIndicatedIstopreventbucklingofIndividualIrussweband/or chord members only. Additional temporary and permanent bracing WOWisalwaysrequiredtotslabilltyandtopreventcollalxsewithposs9blepersonalhk4YandpopartydamagerorgeneralguidancoregadingOno kAxlcatbn, storage. delivory. eoecllon and tracing of intssos and ttuss systems seeANSI/IPII Cuo91y Cdledo, D$6.89 and BCS1 Building Component 6904 Parke East Blvd Safety Information avaltable from truss Plate hstlMe. 218 N. Lee Skoef. Suite 312, Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty PlyWP0209 a $it= syslom. Before rue, the txltdtrtp designer must vedty the applicability of design pcnawneters and proMly Incoipowato this design Into the overallbtNdingdesign. Bracing Indicated Is to prevent buckling of IrKJK4duxi Inas web and/ow chard members only Adalttonal temporary and Mmonenl txocing Milk' 6 always required for stabllity and to rxevent cdtapse wllh possible personal Injury and ixoperly darnoge. For general guidance rogardlng the labrlcallon, stowago, dotNery. erection and bracing or inoses and Iruss systems. seeANSI/IPII Quality Crtterla. DSB-89 and SCSI Building Component LOADING (pst) SPACING- 2-0.0 Tornpa. FL 33610 713030991 WPO209 EJ7 Jack -Open 14 1 TC 0.66 Velf(LL) 0.10 2-4 >772 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 Job Reference (optional) Builders Flrst5ource, Tampa, Plant tatty, Florioa 33bbb a. i30 5 Sup j5 20 i r mi r en mumu rub, !1K,. r uv parr w 14. r 1- r c cva aye . ID:rbOYL3Jo1 CV1 U1FgSJd63xypdA?-rlTM9YOEyal f22drSYJYOXFXT?JT263dl OEhyTzsTrL 1.00 7.0.0 7,a0 3x6 = Scale = 1:10.8 NOTES- (6) 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. Il; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Extenor(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psl bottom chord live load noncorlcurrent 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 lit between the bottom chord and any other members. 4) Refer to girder(s) lot truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2 except Qt=lb) 3=102. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39380 MITsk USA, Inc. FL Calf 6634 6904 Parka East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING - Vwffy dodgn pw motws and READ NOTES ON THIS AND INCLUDED IllrrEK REFERANCE PAGE N9.7177 rov. IMMIS BEFORE USE 7.0.0 Plate Offsets (X Y)-- 12.0-0-2 Edgel a $it= syslom. Before rue, the txltdtrtp designer must vedty the applicability of design pcnawneters and proMly Incoipowato this design Into the overallbtNdingdesign. Bracing Indicated Is to prevent buckling of IrKJK4duxi Inas web and/ow chard members only Adalttonal temporary and Mmonenl txocing Milk' 6 always required for stabllity and to rxevent cdtapse wllh possible personal Injury and ixoperly darnoge. For general guidance rogardlng the labrlcallon, stowago, dotNery. erection and bracing or inoses and Iruss systems. seeANSI/IPII Quality Crtterla. DSB-89 and SCSI Building Component LOADING (pst) SPACING- 2-0.0 Tornpa. FL 33610 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Velf(LL) 0.10 2-4 >772 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Velf(rL) -0.24 2-4 >337 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 rVa n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -SH Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=159/Mechanical, 2=324/0.8.0, 4=78/Mechanical Max Harz 2=122(LC 12) Max Uplilt 3=-102(LC 12), 2=-85(LC 12) Max Grav 3=159(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All lorces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. Il; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Extenor(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psl bottom chord live load noncorlcurrent 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 lit between the bottom chord and any other members. 4) Refer to girder(s) lot truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2 except Qt=lb) 3=102. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE No.39380 MITsk USA, Inc. FL Calf 6634 6904 Parka East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING - Vwffy dodgn pw motws and READ NOTES ON THIS AND INCLUDED IllrrEK REFERANCE PAGE N9.7177 rov. IMMIS BEFORE USEDesignvalidlowuseonlywithMnelMconnectors. this design Is based only upon rxnameters shovm, and Isfor an Individual building component, nota $it= syslom. Before rue, the txltdtrtp designer must vedty the applicability of design pcnawneters and proMly Incoipowato this design Into the overallbtNdingdesign. Bracing Indicated Is to prevent buckling of IrKJK4duxi Inas web and/ow chard members only Adalttonal temporary and Mmonenl txocing Milk' 6always required for stabllity and to rxevent cdtapse wllh possible personal Injury and ixoperly darnoge. For general guidance rogardlng the labrlcallon, stowago, dotNery. erection and bracing or inoses and Irusssystems. seeANSI/IPII Quality Crtterla. DSB-89 and SCSI Building Component 6804 Parke East Blvd. Safety Information available aan truss Plate Institute. 218 N. Lee Streel. Sulte 312. Alexandria. VA 22314. Tornpa. FL 33610 Builders FirstSOuree, Tampa, Plant City, Florida 33566 6. i 3v S Sep i s cv r r mr i eK muasu ieb, nw. rue own cv ic. r r . , w cv w rays . ID:rbOYL3Jol CV 1 U 1 FgSJd63xypdA7-J311MuPsju9WgCC1 OFgnzlomAPdenVlnG2_FUvzsTrK 1.5-05.2.9 I 9.10.1 r 1.5.05-2-9 4.7.6 20 = 20 = ' Scale = 1.21.2 LOADING (psi) SPACING- 2.0.0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2014/TPI2007 Truss Truss TypeOty loc) Well Ud 6.7 >999 240 6.7 >841 180 5 n/a Na Ply 0209713030992IJob is always required lee sldb6lly and to prevent collapse vAlh rossLole personal MW and properly damage. For general guidance iegaiding the labrksallon, storago, delivery. erection and bracing of trusses and truss systems. sc-eANSI/IPl1 Quality criteria, DSB-89 and SCSI Building Component TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins. BOT CHORD 20 SP No.2 WPO209 HJ7 Diagonal Hip Girder 2 1 Jopb Max Horz 2=131(LC 4) Reference (optional) Builders FirstSOuree, Tampa, Plant City, Florida 33566 6. i 3v S Sep i s cv r r mr i eK muasu ieb, nw. rue own cv i c. r r . , w cv w rays . ID:rbOYL3Jol CV 1 U 1 FgSJd63xypdA7-J311MuPsju9WgCC1 OFgnzlomAPdenVlnG2_FUvzsTrK 1.5-05.2.9 I 9.10.1 r 1.5.05-2-9 4.7.6 20 = 20 = ' Scale = 1.21.2 LOADING (psi) SPACING- 2.0.0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2014/TPI2007 CSI. TC 0.40 BC 0.61 WB 0.29 Maldx-SH DEFL. in Vert(LL) -0 05 Ven( L) -0.13 HOrz(TL) 0.01 loc) Well Ud 6.7 >999 240 6.7 >841 180 5 n/a Na PLATES GRIP MT20 244/190 Weight: 40 lb FT = 20°5 LUMBER- BRACING - is always required lee sldb6lly and to prevent collapse vAlh rossLole personal MW and properly damage. For general guidance iegaiding the labrksallon, storago, delivery. erection and bracing of trusses and truss systems. sc-eANSI/IPl1 Quality criteria, DSB-89 and SCSI Building Component TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=127/Mechanical, 2=44510-10.15, 5=288/Meehanical Max Horz 2=131(LC 4) Max Uplift 4=-87(LC 4), 2-145(LC 4), 5=-81(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3-769/218 BOT CHORD 2-7=-2761707, 6-7-276/707 WEBS 3-7-0/308, 3.6=-761/297 NOTES- (8) 1) Wind: ASCE 7-10; VUI1=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. ll; Exp C; Encl., GCpI=0.18; MWFRS (envelope); 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, 5 except (jt=1b) 2=145. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 68 ib down and 85 Ib up at 1-4-15,68 Ib down and 85 Ib up at 1-4-15,25 Ib down and 38 Ib up at 4-2-15,25 lb down and 38 Ib up at 4.2-15, and 50 Ib down and 87 Ib up at 7-0-14, and 50 Ib down and 87 Ib up at 7-0.14 on top chord, and 1 Ib down at 1-4-15, 1 Ib down at 1-4-15,18 Ib down at 4-2-15,18 Ib down at 4-2-15, and 38 Ib down at 7-0-14, and 38 lb down at 7-0.14 on bottom chord. The design/seleclion of such connection device(s) is the responsibility of others. 7) In the LOAD CASES) section, loads applied to the lace of the truss are noted as front (F) or back (B). 8) "This manufactured product is designed as an individual building component The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54,2-5=-20 Concentrated Loads (Ib) Ven: 8=44(F=22, B=22) 10=-75(F-38, B=-38) 13-36(F=-18, B=-18) Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 35610 Date: January 23,2018 Q WARNING - Verity design paremetem and READNOTES ON THISAND WCLUDEO M/TEKREFERANCE PAGE M47473 rev. Ia!0=16 BEFORE USE. Design valid toe use only wllh Mllek®conneclors. 1Ns desIgn Is baw donly upon lyaamelers shown. and B toe an indlvlUrKi Ixleding component, not a Inas system. Beforo use, the IxBdlng designer must verily the aWlcobaity of design parameters and Ixoperly IncorWale this design Into the oveeallIxMcingdesign. Bracing Indicated Is 10 prevent buckling of Individual truss web and/or chord members only. Addillonal temporary and permanent txaclng MiTek is always required lee sldb6lly and to prevent collapse vAlh rossLole personal MW and properly damage. For general guidance iegaiding the labrksallon, storago, delivery. erection and bracing of trusses and truss systems. sc-eANSI/IPl1 Quality criteria, DSB-89 and SCSI Building Component 6804 Parke East Blvd. Safety Information available from truss Plate Insillute. 219 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/; Center plate on joint unless x, y4offsetsareindicated. 6-4-8 dimensions shown In ft-In-sixteenths Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions ore in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing, is always required. See BCSI. 0-1/ le c1•2 C2-32. Truss bracing must be designed by on engineer. For truss Individual lateral braces themselves WEBS Cr 4 wide spacing. may require bracing, or alternative Tor I OU y bracing should be considered. 1 3 O C) x U 3. Never exceed the design loading shown and never Inodequotey, braced trusses. stack materials on O ail 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate c$ cap c — BOTTOM CHORDS designer. erection supervisor, property owner and18 oil other interested parties. plates 0-'49' from outside edge Of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wone 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 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment inaccord with ANSI/TPI 1. Plate location details available in MTek 20/20 software or upon request. NUMBERS/LETTERS. 8. unless otherwise noted, content (umber time n. stroll not exceed 19916 of time of fabrication. PRODUCT CODE APPROVALS 9. Unless Is not plicable for PLATE SIZE ICC-ES Reports: use th Theeltardannot t, preervotive trean ted, or green lumber. The first dimension is the plate 10. Comber Is a nonstructural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR 1988 responsibility of truss fabricator. General practice Is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 comber for dead bad deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions Indicated ore minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. specified. 13. Top chords must be sheathed or 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 14 Bottom chords require lateral bracing at 10 ft. spacing, section 6.3 These truss designs rely on lumber values or leu. If no ceiling Is installed, unless otherwise noted. BEARING established by others. 15. Connections not shown Ore the responsibility of omens. Indicates location where bearings 16. Do not cut or atter truss member or plate without prior supports) occur. Icons vory but 2012 MiTekO All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and Toad vertically unless Indicated otherwise. Min size shown is for crushing only. A Use of green y pose unacceptable18. or treated lumber may environmental, health at performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review oil portions of this design (front, bock. words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone not sufficient. DSB-89: Design Standard for Bracing. Building Component Safety Information, MiTek 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. MlTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 I 1 RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form 0— PermitPermit # # 1 8- 1 2 8 1 1 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.orcl. 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 DAI TQN 51206100/9100#0230 FL9174-R12 Roll U Automatic Other 2. Windows Single Hung Silverline 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 1 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 Roofinq 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 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal S. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST -CRETE USA, INC HIGH STRENGTH CONCRETE LINTELS F 158- 10 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 1/2/2n,18 DIP f 0 Business 8t Professional Regulation Florida Building Code Online 0A SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I SCIS Site Map I Links I Sear dbpr a U1 Product ApprovalUSER: Public User Product Aooroval Menu > Product or Application Search > Application Lis[ > Application Detail FL15036-R2 Revision 2017 Approved Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Cl Evaluation Report • Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 National Accreditation and Management Institute 12/31/2021 Ryan 3. King, P.E. 6 Validation Checklist - Hardcopy Received Standard FL i! ASTM D1929 Application Type Y Code Version Application Status 2004 ASTM E84 Comments ASTM G26 Archived TAS 202 1994 s ', Product Manufacturer Address/Phone/Email vlt; 16 Authorized Signature e- Technical Representative r f'• .'bsgi Address/Phone/Email Quality Assurance Representative w• a ' Address/Phone/Email r' a" Category fit Subcategory Compliance Method Florida Engineer or Architect Name who developed the i'R 't•„• " Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By 1 •; Certificate of Independence A 16.1 1 Referenced Standard and Year (of Standard) i p r '" , Z ; Equivalence of Product Standards Certified By Sections from the Code app_otl.aspxhnps://www.floridabuilding.org/pr/pr FL15036-R2 Revision 2017 Approved Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Cl Evaluation Report • Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 National Accreditation and Management Institute 12/31/2021 Ryan 3. King, P.E. 6 Validation Checklist - Hardcopy Received Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect FL15036 R2 Eauiv (b) Eauivalencv of Standards.odf 1/3 1/2/2018 Florida Building Code Online , Product Approval Method Method 1 Option D Date Submitted 10/16/2017 Date Validated 10/16/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL * Model, Number or Name Description 15036.1 a. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.1 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.1.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.2 b. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.2.udf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.2 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.2.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.3 c. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (al Inst 15036.3.udf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.3 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.3.udf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.4 d. ClassicCraft Fiberglass Door 68 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.4 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.4.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.5 e. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 11 (a) Inst 15036.5.ndf 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 PressureRatings, any1''5``..036.5pfor FL15036 R2 AE (a) Eval 15036.5.odf QINST 1Design V N^lQ uFJ't SPD LO pa icu rs. 15036.6 f. ClassicCraft Fiberglass Door S'0 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes 1503A R2_ 11a11jst 15036.6.g_df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.6 for Design Pressure Ratings, any EL1503 g2 E a1 Eval 10}6.6.df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. https://www. 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. ClassicCraR Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.8 for Design Pressure Ratings, any FLIS036 R2 AE (a) Eval 15036.8.(L additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.9 1. ClassicCraR Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS036 R2 II (a) Inst 15036.9.ndf 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.od additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.10 j. ClassicCraR Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.10 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.10.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. The State of Florida is an AA/EEO employer. Cooyriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic 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 emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not w4 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: MElOR FED M Credit Card Safe https://www.floridabuilding.org/pr/pr appdtl.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 Phonc 813.659.9197 Florida Board ofProfessional Enginccrs Ccrtificate ofAuthorization 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 STTS00001 15427-107362 ATI 67508.01-106-18 ETC -01-741-10705.0 ETC -01-741-10593.0 TEL -06-1031-3 2. Drawing No. No. FL 15036.6 3. Calculations Anchoring Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84 -00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Signed by 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. Siqned & Sealed by Lyndon F. Schmidt, P.E. ttftr s Signed & Sealed by CH&I Lyndon F. Schmidt, P.E. E NSF•. No 43409 D '. STATE OF : Lyndon F. Schmidt, P.E. T•,•,c P •:. FL PE No. 43409 i • 4 O f-, ; • • rj % 10/16/2017 O N A%-E,+%% f ` JVVR.7 sic -Craft: FIBERGLASS DOOR INSWING / OUTS WING NON -IMPACT" nd is in compliance with the 6th Edition (2017) Florida Building Code ing the "High Velocity Hurricane Zone" (HVHZ). nd spaced as shown on details. Anchor embedment to base material cco. t is required to be protected with an impact resistant covering that BC. WHE' requiring wind bome debris protection this product is required to mt covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the 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 meet water infiltration requirements g configurations using sill items #31 & #33 under the active door do not gents for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in e locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS n pressures & general notes 47 4' MAY SWING:`_ .::::.:... OVERALL WIDTH DESIGN.'PRESSURE (PSF) ni:`iritie iei'iT 1ic 0z Z z Z o 4 0 0 _ U 0 W= i W a i U_ ceJU_ J Jj WWUi a b a P O SWING:`_ .::::.:... OVERALL..:::•. DESIGN.'PRESSURE (PSF) ni:`iritie iei'iT 1ic EXTERIOR Sto 4.11 bD 29 44 TOP RAIL 43 LATCH STILE 1.49" 1.48 Clt SG >= 0.67) nags 44 EXTERIOR INTI 0.1s, CSINK L gyp.) 20 8 7 21 K 17 INTERIOR j EXTERIOR 40 4 A 4 A 4 3 3 3 20 J) 8 40 7 INTERIOR EXTERIOR 10 U 9 10 3 HORIZONTAL CROSS SECTION Shown w/1X sub -buck INTERIOR EXTERIOF a o. 0 0 8 INTERIOR OSS SECTION i - inswing INTERIOR n Z a EXTERIOR see general notes, sheet I for "HVHT' Water infiltration requirements INTERIOR EXTERIOR EXTERIOR a 'ae INTERIOR INTERIOR o n o o' o' w e o EO w N STRIKE JAMB MASONRY OPENING FRAME 2X BUCK FRAME ANCHORING Masonry 2X buck construction for 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 V. ON CENTER" dimension are not exceeded. CLEARANCE : 'MIN; .CLEARANCE. T0W.ASONRY *-:--,.- :-TO ADJACENTMENT..:.:::.:::...:.:. ;::; :: :...:......::.... . ED GE::: •::::::...:: :•:.. • .ANCHOR: :: 6 N MASONR 3 OPENIN( N 3 2X BUCK to N HINGE JAMB BUCK ANCHORING For DP > 48 PSF and DP <= 75 PSF F 4" MASONRY TYP. HEAD OPENING — & JAMBS FRAME p 2X BUCK _ (—F FRAME ANCHORING Masonry 2X buck constri for DP > 48 PSF and DP <= 75PSF 0 7 TYP. HEAD JAMBS i iE cu; X FRAME ANCHORING Masonry I X buck construction For DP <= 48 PSF rs may be adjusted to mointoin the min. kX. ON CENTER" must be adjusted to forjoints, odditionol concrete onchors 4 CENTER" dimension are not exceeded. MIN: GL•EARANCE; TO -MASONRY:' -:-:---:T0'A'DJACEt4 Ei I HINGE JAMB MASONRY OPENING FRAME I X BUCK FRAME ANCHORING Masonry I X buck construction For DP > 48 PSF and Ur %= /a ra to T 4.56" 8(j:' HEAD & SIDE Jamb Li 2.20" --{ I 4.63' 0 3 BUMP FACE THRESHOLD LOW PROFILE 5.75' to 33 SELF ADJUSTING SADDLE THREHOLD r L 4.56' N C WOOD WOOD WOOD CRETE SCREW STEEL ONCRETE CONFORMING TO ACI WORMING TO ASTM C90 CONCRETE SCREW STEEL RETE SCREW STEEL ETE SCREW STEEL ZETE SCREW STEEL ZETE SCREW STEEL STEEL W 1.15' MIN. EMBEDMENT STEEL N WEATHER-STRIP FOAM N WEATHER-STRIP FOAM STEEL W (HINGE TO FRAME) STEEL NATURE SERIES STEEL 0.42 WOOD WOOD PURE SERIES 780 STEEL STEEL STEEL N PROFILE ALUM. / WOOD PVC kDDLE THRESHOLD ALUM.COMP. LD ALUM. DOOR PANEL DETAIL SHEET FOR DETAILS FIBERGLASS BY THERMA-TRU N.) = 6,000 PSI FIBERGLASS COMP. WOOD WOOD COMP. lbs. DENSITY) POLYURETHANE 4.56" 8(j:' HEAD & SIDE Jamb Li 2.20" --{ I 4.63' 0 3 BUMP FACE THRESHOLD LOW PROFILE 5.75' to 33 SELF ADJUSTING SADDLE THREHOLD r L 4.56' N C R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Boa 230 Valrico. FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Cenificate of Authoritaiion No. 9813 Product Sub Category Manufacturer Product Name Category ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 ETC Laboratories ASTM D2843-99 Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelite Doors Assemblies Edgerton, OH 43517 Inswing / Outswing TEL -06-1031-3 TAS 202-94 Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ".this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind 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 Architectural Testing, Inc. ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 ETC Laboratories ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84 -00a ATI 67508.01-106-18 ASTM D1929-96 ETC -01-741-10705.0 TAS 202-94 ETC -01-741-10593.0 TAS 202-94 TEL -06-1031-3 TAS 202-94 TEL 06-10314 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 Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Lon Hicks, VP Operations Omega Point Laboratories William E. Fitch, P.E. Architectural Testing, Inc. Joseph A. Reed, P.E. ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. 4%qv ;G C p/ SC• ee Signed & Sealed by I.Lyndon F. Schmidt, P.E. No 43409 t.0 STATE OF . 441 - Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 IJ%J`JKO sic -Craft. RGLASS DOOR W/ SIDELITE INSWING / OUTSWING NON -IMPACT" Ind is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone" (HVHZ). 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. TABLE OF CONTENTS I general notes detail 53.13" MAX. OVERALL WIDTH 02 ZZ Z o x = c 0WWxxLUw 2 W J JJ Wn., O O a f I. D, P SG >= 0.67) 4.11 AY' o 42 TOP ('.LATCH.,SnI 1.49" 39' to N— I-L looks.-rPmer El fl! EXTERIOR SEE NOTE 1 5' GLASS BITE EXTERIOR G >= 0.42) e frame screws) is 1/2" MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS G1 GLAZING DETAIL5insulatedglassw/ smc lite frame S' GLASS BITE EXTERIOR 2526 INTERIOR C25 22` J 25 24 18 G GLAZING DETAIL 5 insulated glass w/ pvc lite frame 1/2" MIN. GLASS THK. X1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR INTERIOR EXTERIOR 0.15, CSINK TYP.) IZONTAL CROSS SECTION wing shown - inswing ipproved MR -1 J! MOM W, MVA M1 WAMIWVAAAWWW, 6 A 6 A 6 NOTE: MS, 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 NO1 LAA,/\,s EXTERIOR INTERIOR EXTERIOR low -T 63 19roz— INTERIOR U — 60 61 SS SECTION nswing o, nn EXTERIOR VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements EXTERIOR 2 VERTICAL CROSS SECTION Shown w/1X sub -buck AMM116I 7 6: e low -T 63 19roz— INTERIOR U — 60 61 SS SECTION nswing o, nn EXTERIOR VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements EXTERIOR 2 VERTICAL CROSS SECTION Shown w/1X sub -buck AMM116I 7 6: e EXTERIOR EXTERIOR SEE NOTE 1 a i W M za N U _ SEE NOTE 1 EXTERIOR ICAL CROSS SECTION nng shown - inswing pproved EXTERIOR EXTERIOR SEE NOTE 1 a i W INTERIOR 550 o p e D 5 VERTICAL CROSS SECTION Outswing configuration 39 E A Shown w/1X sub -buck NOTE: 1. Anchors ass'y thn sill at 4" in from et INTERIOR EXTERIOR o J INTERIOR 550 o p e D 5 VERTICAL CROSS SECTION Outswing configuration 39 E A Shown w/1X sub -buck NOTE: 1. Anchors ass'y thn sill at 4" in from et INTERIOR EXTERIOR AULLION OWN FOR FERENCE ONLY U O PORING 6 10 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. I II MASONRY OPENING FRAME ---' 2X BUCK - SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING Masonry 2X buck construction 28 MIN:.; CLEARANCE; ; MIN:::CLEARANCE. TO: MA:SONRY.:.:: .;:.TO ADJACENT.-:* C27 2" 4" M OUTSWIN L INSWING iM OUTSWING L INSWING 1" 4" 1 LATCH & DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) I Ci rn N cn 1 HINGE JAMB DETAIL 1 Attach surface bolt strike plate to frame as shown (Inswing) SEE DETAIL 1 L to TYP. HEAD JAMBS TYP. _ 01 i I F EQ cTYP. — N SILL SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING Masonry 2X buck construction 28 MIN:.; CLEARANCE; ; MIN:::CLEARANCE. TO: MA:SONRY.:.:: .;:.TO ADJACENT.-:* C27 2" 4" M OUTSWIN L INSWING iM OUTSWING L INSWING 1" 4" 1 LATCH & DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) I Ci rn N cn 1 HINGE JAMB DETAIL 1 Attach surface bolt strike plate to frame as shown (Inswing) MASON OPENIN FRAN IX a SEE DETAIL 2 FRAME ANCHORING maybe adjusted to maintain the min. Masonry I X buck construction ON CENTER" must be adjusted to it joints, additional concrete anchors CENTER" dimension are not exceeded. MIN:::CLEARANCE . MIN::CLEARANCE: T0.MAS0NRY:•::: '::TO ADJACENT..`.: EDGE.%.,..:::::::: HINGE JAMB INSWING M )OUTSWING 903=111 Ot LATCH & DEADBOLT DETAIL DETAIL 1 Attach surface bolt strike plate to frame as shown (Outswing) HINGE DETAIL Atta( strike as sh a • zo SEE DETAIL I a. TYP. HEAD & _ Y JAMBS M TYP. _ X G E Nc TUCK F _ TYP. N SILL a 1a • a SEE DETAIL 2 FRAME ANCHORING maybe adjusted to maintain the min. Masonry I X buck construction ON CENTER" must be adjusted to it joints, additional concrete anchors CENTER" dimension are not exceeded. MIN:::CLEARANCE . MIN::CLEARANCE: T0.MAS0NRY:•::: '::TO ADJACENT..`.: EDGE.%.,..:::::::: HINGE JAMB INSWING M )OUTSWING 903=111 Ot LATCH & DEADBOLT DETAIL DETAIL 1 Attach surface bolt strike plate to frame as shown (Outswing) HINGE DETAIL Atta( strike as sh 16 OUTSWING SIDELITESpacer 2.14" 1 1.69" -- j L to Ci71 — 2. 4.63" 3 BUMP FACE THRESHOLD I 5.75" WVVU 14 1 1/4'"INIM;tt'I Jt'AutK SIELL WOOD 25 SILICONE CAULK SILICONE ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC CRETE CONFORMING TO ACI DRMING TO ASTM C90 CONCRETE 27 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 /7' SURFACE BOLT SPACER STEEL STEEL 61 IVES SURFACE BOLT #454 8.0" L. X.25" THK. STEEL STEEL 2 WOOD 62 1/4-20 SEX BOLT W/ 1/4-20 FEMALE END X 1-3/4!'L. STEEL WOOD 63 SURFACE BOLT STRIKE PLATE STEEL E SERIES 780 STEEL 64 10X 2-1/2"PFH SCREW STEEL PE 65 3/16!'X 2-1 /4" PFH ITW CONCRETE SCREW STEEL 1 66 67 3/16!'X 2-3/4" PFH ITW CONCRETE SCREW 3116'X 3-3/4" PFH ITW CONCRETE SCREW STEEL STEEL 16 OUTSWING SIDELITESpacer 2.14" 1 1.69" -- j L to Ci71 — 2. 4.63" 3 BUMP FACE THRESHOLD I 5.75" R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrieo. FL 33595 Phone813.659.9197 Florida Board ofProfessional Engineers Certificate or Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -15036.8 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -15036.8 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC -01-741-10705.0 ETC -01-741-10593.0 TEL -06-1031-3 TEL 06-10314 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84 -00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Wendell W. Haney, P.E. 2. Drawinq No. Prepared by Signed & Sealed by No. FL 15036.8 RW Building Consultants, Inc. (CA #9813) :. 000,` tt z,; rill loo Lyndon F. Schmidt, P.E. 3. Calculations Prepared by oo F•••,'..:,,r Signed &Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) as '.•'G f $.:• 4:O.Fyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. ti0 No 434019 4. Ouality Assurance •p '' Certificate of Participation issued by National Accreditation and Managemeot 1 r Institute, certifying that Therma Tru Corporation is manufacturing products '0 : ' D- L within a quality assurance program that complies with ISO/IEC 17020 and '. STt : f L G 1= : ; U y Lyndon F. Schmidt, P.E. Guide 53. ; i 0.• . ,n FL PE No. 43409 1 •, (n \ 10/16/2017 Sheet 1 of 1 .` ;; 1 • .ti ae1 ofVV\V sic -Craft GLASS DOOR W/ SIDELITES NSWING / OUTSWING NON -IMPACT" nd is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone" (HVHZ). nd 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 IVHZ". g configurations using sill items #31 & #33 under the active door do not lents for the "HVHT'. Inswing units shall be installed (in the "HVHZ") only in e locations protected by an overhang or canopy such that the angle erhang to sill is less than 45 degrees. TABLE OF CONTENTS I aeneral notes detail 68.5' MAX. OVERALL WIDTH DESIGN SWING::• :::::.:::::::::.::.. fRAME:`:;;:: ` W..ITNOUT:SURFACE:'':.'`:': WITH.SIIRF LDz ZZ 3 N Z O LUx = Pr1CITl1%F:'t:•::'::IVFr- tTIUP'::.':::.::•D/1 ITIV.F:...:.'•,.: t;::A/i LU W Q LUL Cie J.1J WWLU C O b aEn P DESIGN SWING::• :::::.:::::::::.::.. fRAME:`:;;:: ` W..ITNOUT:SURFACE:'':.'`:': WITH.SIIRF DIMENSION....... Pr1CITl1%F:'t:•::'::IVFr- tTIUP'::.':::.::•D/1 ITIV.F:...:.'•,.: t;::A/i 4.11" IT to r-: I -- T Lil-L-L 2 42 TOP RAIL 43 LATCH STILE 1.49" V . 3(Y' T G>=0.67) HINGE STILE BOTTOM RAIL 44 EXTERIOR INTEI r 5" GLASS BITE 23 25 EXTERIOR /715. INTERIOR 25 SG >= 0.42) e frame screws) is A..... L C" ...:,L. SEE NOTE 1 24 29 G1' GLAZING DETAIL5insulatedglassw/ smc lite frame INTERIOR S' GLASS BITE 1/2" MIN. 26 GLASS THK. 21 EXTERIOR TEMPERED GLASS AIR SPACE TEMPERED INTERIORGLASS 25 24 18 G GLAZING DETAIL 5 insulated glass w/ pvc rite frame 1/2" MIN. GLASS THK. X1/8" TEMPERED GLASS AIR SPACF 1/8" TEMPERED GLASS EXTERIOR INTI INTERIOR EXTERIOR 0.15° CSINK TYP.) IZONTAL CROSS SECTION wing shown - inswing approved is, 0.15, INK CSINK P.) TYP.) 8 3 7r INTERIOR 00 1 EXTERIOR (1n ID 10 13 INTERIOR S 21 6 4 0 3 i p 4 JJ EXTERIOR 4 2 $ 4) 4 4 4 17 4 D 61 6 HORIZONTAL CROSS SECTION 4 Shown w/1 X sub -buck 4 3 3 4 5 6 6 6 $ $ $ 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". O,Ignm SEE NOTE) M) ($0 12 SEE NOTI 0.15° CSINK TYP.) 8 7 XTERIOR 20 M1 L 63 19 fn 0- to INTERIOR 60 61 SS SECTION inswing INTERIOR EXTERIOR 4 "\ VERTICAL CROSS SECTION Inswing configuration _ see general notes, sheet 1 z a for "HVHT' Water infiltration i requirements ` m W EXTERIOR 2 VERTICAL CROSS SECTION Shown w/1X sub -buck 60 EXTERIOR 6r2 -- 61 INTERIOR 7 8 o o v p c v o e L 63 19 fn 0- to INTERIOR 60 61 SS SECTION inswing INTERIOR EXTERIOR 4 "\ VERTICAL CROSS SECTION Inswing configuration _ see general notes, sheet 1 z a for "HVHT' Water infiltration i requirements ` m W EXTERIOR 2 VERTICAL CROSS SECTION Shown w/1X sub -buck 60 EXTERIOR 6r2 -- 61 INTERIOR 7 8 v z d L W 1 9 M z0- oV SEE NOTE 1 EXTERIOR ICAL CROSS SECTION dng shown - inswing pproved EXTERIOR EXTERIOR SEE NOTE 1 (M— M M J INTERIOR A J Shown w/1X 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 o o o A J Shown w/1X 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 ANCHORING f I I I I.. II SEE DETAIL 1 to TYP. HEAD & M MASONRY JAMBS V OPENING 0 10 FRAME M TYP. in i_ U V O 2X BUCK rn F TYP. F SILL N a7, SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING HINGE JAMB Masonry 2X buck construction ers maybe adjusted to maintain the min. 28 O M OUTSWING 4AX. ON CENTER" must be adjusted to INSWINGvtorjoints, additional concrete anchors N CENTER" dimension are not exceeded. WIN::CLEARANCE:.:::MIN:.CLEARANCE: TO MASONRY. '..': :.- : TO ADJACENT::':-: M OUTSWINGJT:::.: .... . ........:.::.::..... .:.......... pANCHOR:.::::::: L INSWING 2" 4 27 In 4n 63 1-1 DETAIL 1 Attach surface bolt strike plate to frame as shown (Outswing) 6 666 I U I DETAIL I Attach surface bolt 12 strike plate to frame as shown (Inswing) 10 64 n mour.F n kSONI IENIN FRAN XI 7. NSEE DETAIL 2 FRAME ANCHORING Masonry I X buck construction rs may be adjusted to maintain the min. kX. ON CENTER" must be adjusted to tar joints, additional concrete anchors q CENTER" dimension are not exceeded. MIM.-CCEARANCE-, "MIN.:CLEARANCE' TO'MASONRY-.'-*.,.-. T---TO: ADJACENT -..:. M C4 HINGE JAMB LATCH & DEADBOLT DETAIL INSWING OUTSWING INSWING DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) 1111YGE-WAIL Affac strike i as sh. to SEE DETAIL I TYP. HEAD & JAMBS ly 7 TYP. E to Lj d SUCK TYP. SILL NN 7. NSEE DETAIL 2 FRAME ANCHORING Masonry I X buck construction rs may be adjusted to maintain the min. kX. ON CENTER" must be adjusted to tar joints, additional concrete anchors q CENTER" dimension are not exceeded. MIM.-CCEARANCE-, "MIN.:CLEARANCE' TO'MASONRY-.'-*.,.-. T---TO: ADJACENT -..:. M C4 HINGE JAMB LATCH & DEADBOLT DETAIL INSWING OUTSWING INSWING DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) 1111YGE-WAIL Affac strike i as sh. N moo, T6 OUTSWING SIDELITESpacer 2.14" 1.69" —-+ th 5.15' T VVV LY 1 1/Y 11\ILgL.Lr I Jfr%%-LF% 3I 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. J STEEL 46 POLYURETHANE FOAM (1.9 lbs. DENSITY) POLYURETHANE IL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS PVC 51 SIDELITE TOP & BOTTOM RAIL COMP. PVC 52 SIDELITE STILE WOOD ATURE SERIES STEEL 60 1 /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 1-314'L. STEEL WOOD 63 SURFACE BOLT STRIKE PLATE STEEL E SERIES (780) STEEL 64 10 X 2-1 /7' PFH SCREW STEEL PE 65 3116'X 2-1 /4" PFH ITW CONCRETE SCREW STEEL i1 66 67 3116'X 2-3/4" PFH ITW CONCRETE SCREW 3/16" X 3-3/4" PFH ITW CONCRETE SCREW STEEL STEEL N moo, T6 OUTSWING SIDELITESpacer 2.14" 1.69" —-+ th 5.15' 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 S Exteeriorrior Dg Door 118 Industrial Dr. Fiberglass Double Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 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. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -15036.9 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -15036.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC -01-741-10705.0 ETC -01-741-10593.0 TEL -06-1031-3 2. Drawing No. No. FL 15036.9 3. Calculations Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84 -00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Sinned & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and :•,lG E I'' °ie Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies , ;• with ISO/IEC 17020 and Guide 53. 1 Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 Sheet 1 of 1 .<`,9 •". ,y f'r 3 d 11V:a 3 tir+fid VVVKJ ssic-Craft® ERGLASS DOUBLE DOOR INSWING / OUTSWING NON-immc "' and is in compliance with the 6th Edition (2017) Florida Building Code Jing the "High Velocity Hurricane Zone" (HVHZ). and spaced as shown on details. Anchor embedment to base material icco. Jct 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 "HVHZ") only in de locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS I aenerol notes 74.5' MAX. OVERALL FRAME WIDTH 113 110 z 3N z o x = LU L x YJ xWW 1U_ LL J LU ce O a LU b a a DESIGN:PRESSURE:`(PSS.:.•:.::;`:•;:>:' ; O:VERALL:":,°:::` SWING<:::::`: FRAME..... WITHOUT SURFACE:;::•:::'•::::: WITH;SURFi s:<:;:;;::; DIMENSION:.• :..:..::::.: s: BOLTS;; . ;:':::::•<'<.`::':•.::::• BO.LTS:: Ai\w1T'/r :T':1 I+'A'Ti\Ir'::• ff%'\l`ITI'%C. ;:: .:• '•':1i':.:'::.:•: .: . :.•::.:.:.. 1 2 LAK (SG >= 0.67) EXTERIOR 40 44 EXTERIOR 4.11" co 42 TOP RAIL 43 LATCH SiiLE :• 1.49" 1.48" .• K3 0.1 5, CSINK IYP.) INTERIOR EXTERIOR C) A Mff— I I MYI dill", 11,01 Oil r&,..l, 61 4 A 4 A 4 INTERIOR EXTERIOR U U 9 10 4 HORIZONTAL CROSS SECTION 3 Shown w/1 X sub -buck INTERIOR EXTERIOR 0 E o d' d o 19 a o 0 U 19 to z a EXTERIOR INTERIOR o ROSS SEC710N on - inswing j INTERIOR see general rotes, sheet 1 for "HVHT' Water infiltration requirements E J C64 63 C s d o o Iso :1es 00 INTERIOR O. 61 QVERTICAL CROSS SECTION vShown w/lX sub -buck AAl EXTERIOR INTERIOR 7 8 1 o s e o o MASONRY OPENING 2X BUC comers may be adjusted to maintain the min. BUCK ANCHORING I as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors IAX. ON CENTER" dimension are not exceeded. MIN.. CLEARANCE::: `MIN.- CLEARANCE- IIN: :..:.......: .....:.:........: TO- MASONRY`-;:`:'.-.:TO:-ADJACENT..`: DMENT:::.:::.::.: :..:.:...:.::...::..:.;. :.:...:.... EDGE::::::.:.::::.:::.`ANCHOR I W 210 4" i yU 0 O II I I SEE DETAIL iEAD MBS ASTRAGAL SHOWN FOR REFERENCE a ONLY i U O fAll F TYP 71 I SILL FRAME ANCHORING sonny 2X buck construction for DP <= 48 PSF L Z4 ASTRAGAL STRIKE JAMB e comers may be adjusted to maintain the min. d os'MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors MAX. ON CENTER" dimension are not exceeded. MIN.:CLEARANCE:: MIN: CLEARANCE. TO MASONRY::.::::':.`:TO:ADJACENV` DMENT..:".:.:::.::..........::.....:.:.:. ..... .:....: ... . ANCHOR.:`.::::. 1/4n Z„ 411 MASONRY OPENING FRAME 2X BUCK DETAIL 1 Attach astragal/surface bolt strike plates to frame as shown (Outswing) FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 6OPSF DETAIL 1 Attach astragal/surface bolt strike plates to frame as shown (Inswing) 64 r\ i tod V O 11 F N N 1 HINGE JAMB K 10 HINGE DE SEE DETAIL iEAD MBS ASTRAGAL SHOWN FOR REFERENCE ONLY rAIL F TYP. 7. SILL FRAME ANCHORING sonny I X buck construction or DP <= 48 PSF ASTRAGAL STRIKE JAMS ie comers may be adjusted to maintain the min. d as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors MAX. ON CENTER" dimension ore not exceeded. VI MIN;, CLEARANCE. TO -MASONRY. ADJACENTELWENT'. ... .. ....... 2" 4" DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63 65 66 1-1 61 r i F to SEE DETAIL loll$ ASTRAGAL SHOWN FOR REFERENCE ONLY 0 of SEE DETAIL TYP. SILL FRAME ANCHORING Mason I X buck constructionzDP > AA PSF and DP <= 60PSF DETAIL I Attach astragal/surface bolt strike plate to frame as shown (Inswing) 64 Ei Ul) C4 J HINGE JAMB MASONRY7 TYP. HEAD OPENING JAMBS FRAME IX BUCK-, DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63 65 66 1-1 61 r i F to SEE DETAIL loll$ ASTRAGAL SHOWN FOR REFERENCE ONLY 0 of SEE DETAIL TYP. SILL FRAME ANCHORING Mason I X buck constructionzDP > AA PSF and DP <= 60PSF DETAIL I Attach astragal/surface bolt strike plate to frame as shown (Inswing) 64 Ei Ul) C4 J HINGE JAMB 95.25' a, 18.39' 20.63" 18.5' 14.W' 13) TYP. 3.25' TYP. SEE NOTE 1 3 II - - 0.06° lV ASTRAGAL DETAIL THR(IW AT THF MP ANTI TYP. 13 3.25' 7' 0.75' 19 yp HEAD b SID E8EJamb i'h Li 4.63' _ M 0 31 BUMP FACE THRESHOLD LOW PROFILE 5.75' I to 33 SELF ADJUSTING SADDLE THREHOLD r L L-) N d 1 rYvvU 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 z ALUM. IEATHER-STRIP FOAM FEATHER-STRIP FOAM STEEL HINGE TO FRAME) STEEL STEEL 4TURE SERIES STEEL WOOD WOOD SERIES 780 STEEL STEEL STEEL ZOFILE ALUM. / WOOD PVC LE THRESHOLD ALUM.COMP. ALUM. OR PANEL DETAIL SHEET FOR DETAILS RGLASS BY THERMA-TRU 6,000 PSI FIBERGLASS COMP. WOOD WOOD COMP. DENSITY POLYURETHANE STEEL X,.25" THK. STEEL STEEL 4LE END X 1-3/4" L. STEEL STEEL 19 yp HEAD b SID E8EJamb i'h Li 4.63' _ M 0 31 BUMP FACE THRESHOLD LOW PROFILE 5.75' I to 33 SELF ADJUSTING SADDLE THREHOLD r L L-) N d 1 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 330 Valrico. FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Cer ificate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior S Exterior Door 118 Industrial Dr. Fiberglass Double Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -15036.10 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active doordo not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -15036.10 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC -01-741-10705.0 ETC -01-741-10593.0 TEL -06-1031-3 2. Drawinq No. Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84 -00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by No. FL 15036.10 RW Building Consultants, Inc. (CA#9813) w°tRtp ti+gis#e, Lyndon F. Schmidt, P.E. 3. Calculations Prepared byco` • c';('l''t 9r Signed &Sealed byu.•• Anchoring RW Building Consultants, Inc. (CA #9813) ° V G f'•' S'F•>•• fi,I-yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. : ' o No 4. Quality Assurance Certificate of Participation issued by National Accreditation and Managemerg n Institute, certifying that Therma Tru Corporation is manufacturing products -0 % _ within a quality assurance program that complies with ISO/IEC 17020 and 5TPA ' r- = Lr Lyndon F. Schmidt, P.E. O rhe FL PE No. 43409 Guide 53. . ^N ..'c t, F 4 , 10/16/2017 Sheet 1 of 1 i cv.; 1Rvv1%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 co. 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 same as that shown for 2x buck details of this drawing require further engineering analysis by a iitect. tal sill item #39 under active doors and all sills used under sidelites meet VHZ". 3 configurations using sill items #31 & #33 under the active door do not encs for the "HVHZ". Inswing units shall be installed (in the "HVHT') only in locations protected by an overhang or canopy such that the angle erhong to sill is less than 45 degrees. TABLE OF CONTENTS I aeneral notes detail 105.5" MAX. OVERALL FRAME WIDTH DESIGN:P.RESSURE: SW.IN.GFRAME.:: 6 20 ZZ 3 H Z o LD _ W WITH` SUR& Dim ENSION•;:: BLTS x LU W = W LUL a J J Wry O LLJ O D/1CIT11'/C::':•::.:•.:.A1C/:ATl1/C:.:'...:.t:'.''D/1C1T11/C:r'.:' 0 Q ?C i< a a DESIGN:P.RESSURE: SW.IN.GFRAME.:: WITH` SUR& Dim ENSION•;:: BLTS A'llD/1CIT11'/C::':•::.:•.:.A1C/:ATl1/C:.:'...:.t:'.''D/1C1T11/C:r'.:' tAltKIUK ww 4.11 7: n D2 4Z TOP RAIL LATCH S11LE 1.49" XT T 0.67) wimr.r.cm; At-JIMM RAII 44 EXTERIOR INTEF L 5" GLASS BITE 23 EXTERIOR 25 / 7> INTERIOR 25 iG >= 0.42) frame screws) is j- [ C" ...7th 22 r25 Q4) 29 G I GLAZING DETAIL5insulatedglossw/ smc lite frame 1/2" MIN. GLASS THK. EXTERIOR 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS INTERIOR S' GLASS BITE G GLAZING DETAIL 5 insulated glass w/ pvc lite frame 1/2" MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR 18 29 SEE NOTE 1 14 0.15, I-- CSINK TYP.) INTERIOR l1 EXTERIOR RIZONTAL CROSS SECTION wing shown - inswing approved 5 4 3 6 6 6 rb od tical 31 ", A/) INTERIOR EXTERIOR INTERIOR rM Lv EXTERIOR 5 HORIZONTAL CROSS SECTION 4 Shown w/1X sub -buck EXTERIOR INTERIOR 0.15, CSINK --1 TYP.) , 1d MR -1 MillL 1 II rb od tical 31 ", A/) INTERIOR EXTERIOR INTERIOR rM Lv EXTERIOR 5 HORIZONTAL CROSS SECTION 4 Shown w/1X sub -buck EXTERIOR INTERIOR 0.15, CSINK --1 TYP.) , 1d o O o • 0 0 o 0 o o 0 0 V 0 63 19 : V INTERIOR M61 SS SECTION inswing r4-"\ VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements w/1 X sub -buck 6 W EXTERIOR SEE NOTE 1 (—M z d iL W EXTERIOR E INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration J A 11 D. M 19 SEE NOTE 1 INTERIOR EXTERIOR 1' 2 VERTICAL CROSS SECTION Shown w/1X sub -buck NOTE: 1. Anchors oss'y thru Sill at 4" in from eac INTERIOR EXTERIOR M za oV SEE NOTE 1M — EXTERIOR ERTICAL CROSS SECTION utswing shown - inswing 31so approved W EXTERIOR SEE NOTE 1 (—M z d iL W EXTERIOR E INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration J A 11 D. M 19 SEE NOTE 1 INTERIOR EXTERIOR 1' 2 VERTICAL CROSS SECTION Shown w/1X sub -buck NOTE: 1. Anchors oss'y thru Sill at 4" in from eac INTERIOR EXTERIOR ASTRAGAL AND MULLIONS SHOWN FOR REFERENCE ONLY BUCK ANCHORING s comers may be adjusted to maintain the min. I as "MAX. ON CENTER" must be adjusted to to mortor joints, additional concrete anchors 4AX. ON CENTER" dimension are not exceeded. i N O MIN:'CIEARA NCE :.. -MIN: CLEARANCE. 70`'MASONRY:-. , -.--'TO -ADJACENT,'-: DMENt :.:....:.. .:...:... 1/4!' 2" 4" 4" L T MASONR OPENING FRAME 1 2X BUCK ASTRAGAL STRIKE JAMB DETAIL 1 Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63) 65x66 I I I I I I I I I I SEE DETAIL I I 1 L TYP. HEAD JAMBS ASTRAGAL SHOWN FOR REFERENCE M TYP. ONLY N F TYP. SILL SEE DETAIL I ri i ii i ii FRAME ANCHORING Masonry 2X buck construction DETAIL 1 Attach astragal/surface bolt strike plates to frame as shown (Inswing) to N En C4 ro C4 j HINGE JAMB LATCH b DEADBOLT DETAIL FRAME ANCHORING Masonry I X buck construction s may be adjusted to maintain the min. X ON CENTER" must be adjusted to or joints, additional concrete anchors I CENTER" dimension ore not exceeded. I'MIN; -CfEARANCE: 'MIN; -CLEARANCE TO:MASONRY.'.'.'.', :--..-.TO. ADJACENT.'.%., 0EDGE . ..... --ANCHR..: HINGE JAMB LATCH & DEADBOLT i HINGE DETAIL G ) (67 63 SEE DETAIL fills TYP. HEAD JAMBS ASTRAGAL SHOWN FOR M TYP. REFERENCE ONLY N F TYP. SILL SEE DETAIL I I IAl FRAME ANCHORING Masonry I X buck construction s may be adjusted to maintain the min. X ON CENTER" must be adjusted to or joints, additional concrete anchors I CENTER" dimension ore not exceeded. I'MIN; -CfEARANCE: 'MIN; -CLEARANCE TO:MASONRY.'.'.'.', :--..-.TO. ADJACENT.'.%., 0EDGE . ..... --ANCHR..: HINGE JAMB LATCH & DEADBOLT i HINGE DETAIL G ) (67 63 95.25' IM, 18.39' 20.63' 18.5' 14.3s„ 13) TYP. is 3.25' 4.5' 13) TYP. SEE NOTE 1 THROW AT THE TOP AND 0.06" N 0.13" I ASTRAGAL DETAIL TYP. 13 4.5' 3.25' 7' 0.75' 2.20" — 2.17' I• N L ul E 71-Z Ti 4.63' 2.59" n I6 OUTSWING SIDELITESpacer 2.14" 1.69" --I Ci 3 BUMP FACE THRESHOLD LOW P S.7S' 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 NFORMING TO ASTM C90 CONCRETE 25 26 SILICONE CAULK PLASTIC LIP LITE FRAME PVC SILICONE PVC SCREW STEEL 27 1 LATCH STRIKE PLATE STEEL RETE SCREW STEEL 28 DEADBOLT PLATE STEEL RETE SCREW STEEL 29 K40 X 1.79" PT THREAD MAJOR DIA. 4.OMM SCREW STEEL RETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD EW 1.15" MIN. EMBEDMENT STEEL 32 DOOR BOTTOM SWEEP PVC STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. RETE SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. ALUM. 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS STEEL STEEL 41 DOOR SKIN;. I 25'MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS JNER ALUM. 42 TOP RAIL COMP. N WEATHER-STRIP FOAM 43 LATCH STILE WOOD N WEATHER-STRIP FOAM 44 HINGE STILE WOOD STEEL 45 BOTTOM RAIL COMP. W STEEL 46 POLYURETHANE FOAM (1.9 lbs. DENSITY) POLYURETHANE 1 FINGER JOINTED PINE WOOD 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS REW STEEL 51 SIDELITE TOP & BOTTOM RAIL COMP. STEEL 52 SIDELITE STILE WOOD NAIL STEEL 60 1 /2" SURFACE BOLT SPACER STEEL PVC 61 IVES SURFACE BOLT #454 8.9'L. X .25" THK. STEEL STEEL PVC 62 1/4-20 SEX BOLT W/ 1/4-20 FEMALE END X 1-3/4'L. STEEL IGNATURE SERIES STEEL 63 SURFACE BOLT STRIKE PLATE STEEL STEEL 64 10 X 2-1 /2"PFH SCREW STEEL 0.42 WOOD 65 3/16" X 2-1/4' PFH ITW CONCRETE SCREW STEEL 2 WOOD 66 3/16!'X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4" PFH ITW CONCRETE SCREW STEEL 2.20" — 2.17' I• N L ul E 71-Z Ti 4.63' 2.59" n I6 OUTSWING SIDELITESpacer 2.14" 1.69" --I Ci 3 BUMP FACE THRESHOLD LOW P S.7S' 1/2/2618 Florida Building Code Online r , SCIS Home Log In User Registration I Hot Topics I Submit Surcharge ' Stats & Facts Publications I FBC Staff BCIS Site Map Links Sear doRita pr C-0Product ApprovalUSER: Public User Product Approval Menu > Product or Application Search > Application List > 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 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtH8572gvdWIdku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d Year 2008 1/3 1/2/2018 Florida Building Code Online Date Approved 10/10/2017 https://www. FL # Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON- REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE 15332.2, I SERIES 420 ALUMINUM-SGD, Limits of Use' Approved for use in HVHZ: No Approved for use outside HVHZ: Yes,' Impact Resistant: No Design Pressure: N/A -- Other: REFER TO APPROVAL DOCUMENT_ FOR DESIGN PRESSURE RATINGS REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE 5332.4 I SERIES 420 ALUMINUM SGD; Limits of Use Approved for use in HVHZ: No Approved for use outside_ HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE, RATINGS, - REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS Installation Instructions FL15332 R4 II 08-00500E.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510807D.Ddf SERIES 420_ALUMINUM SGD OX, XO, XX 96"x80" NON-! Installation Instructions 11-15332 R4 II 08-00498E.Ddf. Verified By: Luis Roberto Lomas 62514; Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 5108051).Ddf• Created by Independent Third Party_: Yes Installation Instructions FL15332 R4 11 08-02248C.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 512968C.Ddf SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96"`/ Installation Instructions FL15332 R4 II 08-02249C.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 512969C.gdf Created by Independent Third Party: Yes, Installation Instructions FLIS332 R4 II 08-02250C.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS332 R4 AE 512970C.Ddf Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED ALUMINUM I SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" 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 Installation Instructions FL15332 R4 II 08-00499E.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510806D.Ddf Created by Independent Third Party: Yes 15332.7I SERIES 420 REINFORCED ALUMINUM I SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE Installation Instructions FLIS332 R4 II 08-00501E.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510808D.Ddf 15332.8 [SERIES 430/440 ALUMINUM SGD, I SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON-' d Limits of Use. Installation Instructions 1/5/2018 Approoved for use' in HVHZ: No FL15332 R4 II 08-00502E.Ddf Approrved foruje;oside:HVHZ: Yes Verified By: Luis yRobertoLoas;62514 Impact: Resistant•. Nd, Created by Intlependent Ttiir—Party: Yes D`esegn'Piessurk, Evaluation Repout .. ri her—i EFER''TO:APPROVAL4DOCUMENT FOR,DESIGN PRESSURE FL153.32 R4 '=.510809U:df RATIN6S Created by Independent Third •Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 II 08-OOS03E.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510810D.Ddf RATINGS Created by Independent Third Party: Yes 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 sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wls supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen: under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtHB572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL- EXTRUDED ALUMINUM, 6063-75. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09, WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRFD FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 110 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. A. WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 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. I TABLE OF CONTENTS 1 SHEET NO. IDESCRIPTION I I NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS wv I otscwvlloN I — I APPROvm 1 A I ADDED CHARTS 03/05/12 R.L. 8 REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLAWA AND FIN INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 07/30/15 E REVINSTALLATION DETAILSISED 06/20/17 SIGNED: 06202017 MI S OREETRS LLC1L 111`r0 i,,' 650DWE MARKET STAN GRATZ. PA 17030 GENSF J' 696' SERIES 420 SGO X 80" NON—REINFORCED ATAii'O'F",Q: NOTES 70. i'cFs :ol OR10PDRAWN:ort o. RLV 08-00498 E ONA LE\\ Luis R. Lomas P.E. FL NO.: 62514 se.ItatlNTS 02/23/09 1 OF 10 L ROAERrOLOM4S P.E. 14= N000FORD RO LEWWVXLE MC27M X4684 09 laamas abmnp ovn I Fl HI 1 SERIES 420 SGD EXTERIOR VIEW OESION PRESSURE RATING IMPACT RATING s40.OPSF NONE SEECHARTS n AND e2 FOR OTHER UNITS RATINGS NOTES. I. MAXIMUM PANEL SIZE: 481,7x 79- 2. MAXIMUM O.L.O.: 44 SB• x 74 SB' 6" MAX 00CREPnorl ADDEO CKARTS REVISED PER NEW TESTING ADDEO FLANGE AND FN INSTALLATIONS REVISED INSTALLATION DETAILS REVISED INSTALLATION DETAILS CHART 4'I WHERE WATER INFILTRATION RESISTANCE IS REOUIREO. SEE NOTE 9 SHEET.1 Design pressure chart (pso 96- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REOUIREO 6" MAX 17" mAx I O.C.I 6" MAX in) 00 7200 8400 96.00 17" MAX O.C. 10• I O X LAX AME ICHT 6" MAX 1 SERIES 420 SGD EXTERIOR VIEW OESION PRESSURE RATING IMPACT RATING s40.OPSF NONE SEECHARTS n AND e2 FOR OTHER UNITS RATINGS NOTES. I. MAXIMUM PANEL SIZE: 481,7x 79- 2. MAXIMUM O.L.O.: 44 SB• x 74 SB' 6" MAX 00CREPnorl ADDEO CKARTS REVISED PER NEW TESTING ADDEO FLANGE AND FN INSTALLATIONS REVISED INSTALLATION DETAILS REVISED INSTALLATION DETAILS CHART 4'I WHERE WATER INFILTRATION RESISTANCE IS REOUIREO. SEE NOTE 9 SHEET.1 Design pressure chart (pso Ram Sb le Panel and Toter franc Width (in) Height 30.0 1 36.0 1 4204&0 in) 00 7200 8400 96.00 PCs I Nog Pas I Nog I Pas I Nog Pas I Noor 80.0 40.0 1 55.1 1 40.0482 40.0 43.4 40.0 ' 40.0 CHART 42 WHERE WATER INFILTRATION RESISTANCEISNOTREOUIREO. SEENOTE 9 SHEET I 0"9111 pressure Chan W Frame Single Panel and TOUT Ram Width (in) Hoighl K4=1:36.0 420 I&0 b) 60.00 1 7200 84.0096.00 Pas I Noor I PasNag Pas Nog as Nog 60.0 S&I 55.1 082 48.2 43.4 43A 40.0 40.0 CHARTR Numberofanchorlocodonsro0ulrod Frame IN Panel and Total Frame width (in) HSi9hl 30.0 1 3&0 1 420 1 4&0 VI) 60.0 720 84.0 98.0 HtS Jamb H-9-37Jamb I H85 I Jamb H65 Jomb 80.0 d 1 5 5 5 1 6 1 5 6 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 80" NON -REINFORCED ELEVATION IUie APPROV(b 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: 06120/2017 C,ENSF9`1'% 1t• o, 5 .• x p : S(TTAcTT OF HARDWARE SCHEDULE W^[ NTS MIC 02/23/09 08-00498 02/23/09 OF 10 E 4/1111At1Ea FLATMOUNTED HANDLESET (PART099•04-145) LOCATED 383a•ONCENTERFROMPAHELBOTTOM t•R08ERTOLdKSP.E.w000LUIa R. Lomas P.E. METALLICTANDEMROLLERS (PARTa99-17.195)ATEACH ENOOFPANELSOTTOMRAILS 141434- wFOROROLEWlSvgIE, NC1%O J FL No.: 62514Jisa4.Q$a9 i Fl HI 6' MAX Nampa of aneDor 19adonxro0ulrad Frame 96- MAX FRAME WIDTH 340 3LO 1 4.0 1 411.0 640 720 1 $4.0 1 160 HIS Amp H45 I JaarO I H&S I Jamb Nej Jame 1) ANCHOR PER LOCATION a 5 1 S 1 5 1 6 1 5 6 1 51 R.L. ADDED FLANGE AND FlN wpALLAT,oms AT HEAD do JAMBS R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. SEE CHART 14 06/20/17 R.L. FOR NUMBER OF LOCATIONS REQUIRED 6 MAX j— 17' OC r 6' MAX 17" MAX O.C. O X 10" T— VAX m AME IGHi 6' MAX Nampa of aneDor 19adonxro0ulrad Frame Str o Pawl oroTaalU -E NA4IA (h) 340 3LO 1 4.0 1 411.0 640 720 1 $4.0 1 160 HIS Amp H45 I JaarO I H&S I Jamb Nej Jame10.0 a 5 1 S 1 5 1 6 1 5 6 1 51 1 SERIES 420 SGD EXTERIOR VIEW 2) ANCHORS PER LOCATION AT SILL OESIGNPRESSURE RATING IMPACTRATLNG SEE CHART #4 FOR NUMBER OF f40.0PSF NONE LOCATIONS REQUIRED SEE CHARTS 01 AND 02 SHEET 2 FOR OTHER UNITS R4T6VGS NOTES: I. MAXIMUMPANEL SIZE: 48 brx 79' 2. MAX/MUMD.LO.: 44 Wx 74 Sr SCHEDULE LOCATED 36 314' ON CENTER AT EACH ENO OF PANEL 90T1 F.A. NTS REw>saa MI AND I rt/O/''. OfSORIPMO r alt APPROVED ADDED CWIRTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FlN wpALLAT,oms 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REV= INSTALLATION DETAILS 06/20/17 R.L. SIGNED: 06/20/2017 MI AND I rt/O/''. TS 650WESTT MARKET STREETRET S11It GRATZ, PA 17030 CE N'r' * 'p% 061 paxl SERIES 420 SGO 96" X NONNfORCEO oFINFINELEVATION o: TAT OFE SS/0NAII[Ii1E? G` Luis R. Lomas P. F,. 08- 40000438 E a>c 02/23/09 OF 10 L ROSERTO LOMAS P.E. 1a32MVO0FGRDROLEWtSVRIE.mC27O2J 43448S."M , Dem FL No.: 62514 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR I1 II II II INTERIOR NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS T06E DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8' MIN. EMBEDMENT 1-- 1/2' MIN. EDGE DISTANCE E SET IN 1/2' MIN. APPROVED EDGE DISTANCE AOOEO CNARTS 1 3/8' MIN. WOOD FRAMING OR 2X BUCK EMBEQMENT iBYOTHERS WOOD FRAMING ADOED FLANGE ANO FIN INSTALLADONS 1/4' MAX. R.L SHIM 110 WOOD SPACE SCREW 06/20/17 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR I1 II II II INTERIOR NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS T06E DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8' MIN. EMBEDMENT 1-- 1/2' MIN. EDGE DISTANCE E SET IN APPROVED SEALANT AOOEO CNARTS 110 WOOD R.L. SCREW 10/29/13 WOOD FRAMING ADOED FLANGE ANO FIN INSTALLADONS OR 2X BUCK R.L BY OTHERS MIN. ILL HENT 06/20/17 MIN. STANCE RLN901,s w.sCmv1W are P"aovw AOOEO CNARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADOED FLANGE ANO FIN INSTALLADONS 12/06/13 R.L REVISED INSTALLATION OETAILS 07/30/15 ILL REVISED INSTALLATION OETAILS 06/20/17 1 R.L 1/4' MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMINGOR2XBUCKINSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96' X 80' NON—REINFORCED FRAME INSTALLATION DETAILS CKWN: ac a0. F.A.08-00498 WALE NTS ° 1E 02/23/09 19W4 OF 10 L RWRTO LOMAS F.E. 14-V6v000FORD RDLEWMVILLE NC =W 4Jr4&541D9 dbwjf*fQ 2wwwm SIGNED: 06r WO 17 J\StR111L/0 ri/,' r••C,ENS'9JI i 0 5 ••rt_ SATE OF A . • Tum Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 010 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE 1 /4' MAX. SHIM SPACE SMS OR DRILLING N 2 ALL TO BE SET IN t BED OF IPPROVED SEALANT 1 /2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION MFrAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NorsmoKw FOR IXARRY. 2 PERIMETER ANDJOINTSEALANT BYOTHERS r0 BE DESIGNED IN ACCORDANCE KIM AST U E2112 T- 1/2' 1/2' MII EDGE DISTI I 810 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS RLV I Oc5cra- ON GATE APPaWID A ADDED CNARTS 03/05/12 R.L. 8 REVISED PER NEW TESTING 10/29/13 R.L C ADDED fUNCE AND FIN INSTALtAT10NS 12/06/13 R.L 0 REVISED INSTALLATION OEfAtS 07/30/15 R.L E REVISED INSTALLATION DETAILS 06/20/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTUREINSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SOD 96" X 80" NON—REINFORCED FRAME INSTALLATION DETAILS F.A. 108-00498 uwaF NTS °` 02/23/09 5 OF 10 L ROBERTO LOMAS R.E. IA32 W000FOR 0 R0 LE WASVILLE. NC 2021 6AIL0609 doom SIGNED: 06/'20/1017 S111f I IfI0'',,' 0 61 ••*= OE OF • a- ORIDV' G0!z Lulls R. Lomas P.E. FL No.: 62514 1 1/2' MIN 1' MIN, REVISIONS REV DESCRIPTION LATE APS SEPARATION EDGE DISTANCE A ADDED CHARTS 03/05/12 R.L. 8 REVISEO PER NEw TESTING 10/29/13 R.L. a' ; C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. 1 i/4" MiN. e EMBEDMENT 0 REVISED INSTALLATION DETAILS 07/30/15 R.L. CONCRETE/ a; 1 1/4" MIN. EMBEDMENT E REVISED INSTALLATION DEW 06/20/17 R.L. MASONRY 1/4- MAX. BY OTHERS SHIM SPACE X1BVCK r— 1/4' MAX. TO BE I SHIM SPACE PROPERLY i i I I INTERIORSECUREDEDGE SEE NOTE 3 DISTANCE SHEET 1 3/16" TAPCON f MIN EXTERIOR INTERIOR SEPARATION SILL TO BE SET IN A BED OF APPROVED SEALANT 3/16' NTAPCO 3/16' TAPCOn EXTERIORjCONCRETE/MASONRY BY OTHERS MASONRY/ A OPTIONAL, lx, BUCK JAMS INSTALLATION DETAIL CONCRETE TO BE PROPERLY CONCRETHA4ISONRYINSTALLATION BY OTHERS SECURED SEE NOTE 3 SHEET 1 a, 1 1/4' MIN. n • EMBEDMENT NOTES: 1. INTERIOR AND EXTERIOR fWISHMBYOTHERS. NOT SHOWN FOR CLARITY. 2. PERMETER AND JOINT SEALANT BY OTHERS TOBE DESIGNED W ACCORDANCE WITHASTM Ul 12 SIGNED: 06/20/2017 z 7/8- MIN 1" MIT MI WINDOWS AND DOORS LLC 111 IlllllSEPARATIONEDGEDISTANCE 650 WEST MARKET STREET it - L0 i VERTICAL CROSS SECTION GRATZ. PA 17030 S r •\G E NSA 9s if CONCRETEINASONRYINSTAUATION SERIES 420 SGO T• 0 5 *= 96" X 80' NON—REINFORCED FRAME INSTALLATION DETAILS 5 E azpTATOf anAw1l LMG ero A..4sF.A. 08-0000T498NTStwc02/23/09 6 OLq10 ROBERTO LOxuS P.E.Luis1432WOODFORDRDLEWISVALE. NC 271Y 1FL R. Lomas P.E. 43.1.6860609 MrnapQAYbmuv mm NO.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW 0 FRAMING 2 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT I SHIM SPACE 10 WOOD SCREW EXTERIOR 11 11 11 11 INTERIOR VERTICAL CROSS SECTION WOOO FRAMWG OR 2X 8UCKWSTALLITI0N NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY, 2 PERIMETEA AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 IE SET IN APPROVED SEALANT MIN. HENT MIN. cave JISTMCE 1 3/8' MIN. EMBEDMENT T- 1 /2' MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS 1,14' MAX. SHIM SPACE RLM510N$ MI WINDOWS AND DOORS LLC 0\1 IIIIII/I fRENON, DESeRpnON DATE APPrAVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDEO FLANGE AND FW INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION OVAILS 06/20/17 R.L INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNEO: 06110/2017 MI WINDOWS AND DOORS LLC 0\1 IIIIII/I fRENON, 650 WEST MARKET STREET GRATZ. PA 17030 S 0 S' 0 5 ><= SERIES 420 $GO 96' X 80' NON—REINFORCED FLANGE INSTALLATION DETAILS y D TAT OF 10101: TWAMM: 0!C M0. NICV 08 E Luis R. Lomas P.E. FL No.: 62514 1 NTS o"E 02/23/09 9im78 OF 10 L ROBERTO LOMAS P.E. 14=WOODFORDROLEHISVILLE IVC V= 4JU496•ow wanusa"wam mm 1/2• MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR F DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4• MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR ILL TO BE SET IN I BED OF LPPROVED SEALANT 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STTIUCTURE INSTALLATION NOTES. I. INTERIOR AND EXTERIOR FINISHES, 8YOTHERS. Nor SHOWN FOR CLARITY. Z PERIMETER ANDJOINTSEALANTBYOTHERS TOBE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 1/2' MIN. EDGE DISTANCE 010 SMS OR SELF ORILLING SCREWS METAL STRUCTURE BY OTHERS 1/4• MAX, SHIM SPACE ltcV oCSCRPT N 041E I AOP11WIb A ADDED CHARTS 03/05/12 R,L REVISEDRSED PER NEW TESTING 10/29/13 RL. C ADDED FIANCE AND FIN INSTALLATIONS 12/06/13 ILL 0 REVISED INSTALLATION DETAILS 07/30/15 R.L. E REVISED INSTALLATION DETAILS 06/20/17 R.L JAMB INSTALLATION DETAIL METALSTRUCTVRE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST.MARXET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON—REINFORCED FLANGE INSTALLATION DETAILS DPAWft 1111T. NO. F.A.08-00498 u^'E NTS 02/23/09 —8 OF 10 L ROLIERTO LOVAS P.E. IN?2WOOOFORO ROLEWISVXLE, NC 2TQA 43&0884609 AwlwgvNmkAw." m SIGNED: 062012017 1R IILIO", T OF O.e•. A, i tt`s. • OR10P G? MAL 1 N`\ L03 R. LOM03 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 1 1/4' MIN. 4 EMBEDMENT r 1/4' MAX. 1 SHIM SPACE 3/16' TAPCON EXTERIOR LLU LLJJ INTERIOR 1 1/4' MIN. EMBEDMENT MIN. EDGE DISTANCE MIN SEPARATION :. a '•• ' RE -00"S OCSCRIP On DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION OETAlLS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. 1/4' MAX SHIM SPACEEJr INTERIOR 3/16- TAPCON EXTERIOR SILL TO BE SET IN A BED OF CONCRETE/MASONRY APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL I OPTIONAL 1X BUCK CONCRETEAMASONRYWSTAL[ATTDN 4 a. 1 1/4' MIN. e•'. EMSEOMENT d' • IN27/8- MI' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE4t4SONRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET I NOTES: I. INTERIOR ANO EXTERIOR MNISNES• 8YOT HERS, NOT SHOWN FOR CLARITY. Z. PERIMETERAND JOINTSEALANT BY OTHERS TO BE DESIGNEDINACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGO 96' X 80' NON–REINFORCEO FLANGE INSTALLATION DETAILS oR,w k o+w No. F.A. 08-00498 scut NTS I — 02/23/09 —9 OF 10 L. ROVERTO LOWAS P.E. f4= $VOWF0R0 RO LEVVFSVXLF- ASC 270.•9 4304W-0609 4bmz @*b zpwxw SIGNED: 06/20/1017 J\S A 6E OF ; , 2O . L/fillNAiL\\\\\\`. Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING .{ 1/4' MAX BY OTHERS I SHIM SPACE Is WOOD SCREW INTERIOR 1 MIN, N. EMBEDMENT j— APPROVED SEALANT Li PE BEHIND FIN EXTERIOR 7/16- MIN EDGE DISTANCE JAMB INSTALLATION DETAIL 1/2' MIN. WOOD FRAMING OR 2X BUCK WSTALLATKMI METAL STRUCTURE EDGE DISTANCEBYOTHERS APPROVED SEA.ANT TRIM BEHIND FIN 1 1/4- MILV. EMBEDMENT WOOD FRAMING98 CREWWOOD BY OTHERS INTERIORSCREW L_ 1/4• MAX HOOK STRIP 7/16- MIN, EDGE DISTANCE EXTERIOR REVISPONS MI WINDOWS AND DOORS LLC 1L1111Irlll, OcscRlPluM Wtt APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION OETNLS 07/30/15 R.L. REVISED INSTALLATION OEWLS 06/20/17 R.L. 1 5/8" MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP ---- SHIM SPACE #10 SELF DRILLING INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2K BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS'4.9. NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BYOTHERS. NOT SHOWN FOR CLARRY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 2X BUCK OR WOOD FRAMING BY OTHERS TRIM SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/2• MIN. EDGE DISTANCE 1 3/8- MIN, INTERIOR EMBEDMENT HOOK STRIP \ 010 WOOD I I PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2K BUCKMLOOO FRAMING 1 1/4' MIN. EMBEDMENT I BUCK BY OTHERS. IX BUCK TO BE a PROPERLY SECURED 3/16- TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY,CONCRETE SIGNED: 0/20/2017 MI WINDOWS AND DOORS LLC 1L1111Irlll, 650 GR MPAK170 J S E LoV' . GREET SERIES 420 SGO 9N X NSTALLA j05ct corx OK IOORCEO FIN AND HOOK INSTALLATION DETAILS TA7 OF O i`s:OR10rDRAW' owc NO. REV0049808E 7STONIAIIIO?\\`\ Luis R. Lomas Pl, fL scuF NTS °i 02/23/09 w-10 OF 10 LA0WRT0LOxasP.E. f4nnV0DF°R°R°LEWdvXLE'NC--7= A364".N09 bbmarvram No.: 6251a NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREAIENTS OF THE FLORIDA BUILDING COOS 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 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 BORNEDEBRISREGIONS. S. SHIM AS REOUIREO AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EOUAL OR GREATER THAN 1.0 DO NOT REOUIRE 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 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. Q. 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-0.42B. 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 MINIMUM15. APPROVED CONFIGURATIONS: OX. XO, XX. XP. PX. XIP. PIX TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 — 10 INSTALLATION QF'TAII C P&MONS VISCRPTION art NN+Np`(p ADDED FLANGE AND FW INSTALLATION 12/10/11 RL REVISED INSTALLATION DETAILS 08/03/15 1 R.L. REVISED INSTALLATION DETAILS 06/21/17 JR.L. SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 1I11LI1/T/, 650 WEST GRATZ. MPAK 030ET REET NJ\S REIv0Aa9 i 6SERIES420SGOREINFORCEDWITHOUTADAPTER*:45IOF" 96' X 96' NOTES Atlo, : L ss/ONAI4,1111111111V V.L. 08-02249C SIAL NTS °ATC 10/30/13 sly 1 OF 10 LYI3 R. Lomas P.E. L ROBERTO LO#W P.E. 31' 1 WOODFORORO LEZYI$ViuzRC270tJ v +aa$ -*m pnxnm*wc " FL No.: 62514 6" MAX 96- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REQUIRED 17' MAX O.C. I 6' MAX want 30.0 1 36.0 420 1 4a0 On) 60.00 7200 8[00 96.00 Pos Nov Pbs Nog Pos Hop Pos Np 84.0 17' MAX 6a0 40.0 55.2 40.0 4&0 40.0 43.0 394 39.4 O.0 40.0 524 a0.0 45.. 40.0 40.6 37.1 37.1 96.0 16' T-' 4 6 S 8 6 6 8 LAX AME GMT 6' MAX 660 4 6 S 81 6 1 6 I 6' MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACTRATING t35.OPSF NONE SEE CHARTS s1 AND 02FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 481/1' x 95' 1 MAXIMUM O.L0.: 44 SV x 90 &8' NAROWARESCHEDULE FLAT MOUNTED HANDLE SET (9904.145) AT36 314 -ON CENTER FRC 1METALLIC TANDEM ROLLERS (99.17-195) ATEACH ENOOF PANEL a( UMINUM6063-T8REINFORCEMENT (666) ATALL PANEL INTERLOCKS CHARTfl WHERE WATER INF7LIRA T)ON RESISTANCE IS REOUIREO, CFF Ad•179 0 C"CCT . lwy I 0TSCRiPr4N 0N( AvartOaED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. Dosign Pmswm Chad (PsO FrWle ShOb P411O1 W4 TOW Frum Wd01(h) want 30.0 1 36.0 420 1 4a0 On) 60.00 7200 8[00 96.00 Pos Nov Pbs Nog Pos Hop Pos Np 84.0 400 56.4 40.0 50.9 .0.0 45.T 400 42.0 6a0 40.0 55.2 40.0 4&0 40.0 43.0 394 39.4 920 40.0 524 a0.0 45.. 40.0 40.6 37.1 37.1 96.0 40.0 49.8 40.0 411 38.4 3&4 35,0 35.0 CHART.? WNEAE WATER INfLLTRA TION RESISTANCE IS MOT REOU/REO. SEE NOTE 9 SHEET I DeSFgn Aressure chart 6"n FRam ShgqP4nO1 am TOW Frame WdN (h) va, 3ao I Sao azo 1 4a0 h) 60.00 7200 6100 0400 Pos I Nev I Pos I Nog Pos Hp POs Nag 810 56.4 5&4 50.9 1 50.9 aS.T 45.7 42.0 420 Bao 552 1 55.2 1 48.0 4&0 43.0 430 39.4 39.4 920 524 524 45.4 45.4 40.6 40.6 37.1 37.1 940 a9.6 a9.6 a3,1 43.1 30.4 1 38.4 35.0 35.0 CHART 417 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" ELEVATION V.L 1 08-02249 9<ALE NTS IfE 10/30/13 -2 OF 10 L A08EATO LOMAS P.E. 143." WOOOFORO AD LfiVaSV&LE, NC 170V 4N<660609 'aanaElsbm.sP..00m SIGNED: 0612111017 ICI w 0 5 ••* 4 0' oFS; ONA ` 1S 1`\ Luis R. Lomas P.E. FL No.: 62514 NuMbW o/4ndIW /oeo00nSf"ulr*d Fr" Snpb Panel ane TOW Frac- WWm (In) 34g 3ao 120 48.0 60.0 72.0 8" H8S 14,7mbi H6S liambi NSS Jamb 96.0 N65 J IIID 610 4 6 S 8 6 6 8 8 660 4 6 S 81 6 1 6 6 6 020 4 6 S 6 6 6 8 6 040 4 6 5 8 6 6 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" ELEVATION V.L 1 08-02249 9<ALE NTS IfE 10/30/13 -2 OF 10 L A08EATO LOMAS P.E. 143." WOOOFORO AD LfiVaSV&LE, NC 170V 4N<660609 'aanaElsbm.sP..00m SIGNED: 0612111017 ICI w 0 5 ••* 4 0' oFS; ONA ` 1S 1`\ Luis R. Lomas P.E. FL No.: 62514 5 W FR HE 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD dL JAMBS SEE CHART g4 FOR NUMBER OF LOCATIONS REQUIRED 1AX67' MMAX O.C. 6' MAX 6' MAX Numbs o/onehor Iocaaonsrooulrod 17• MAX O.C. Fra11146' T- AX kME GMT 6' MAX Sbgb FSnol W4 Tool U* Wldlh (n) 1 SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT) $ LL ANCHORS PER LOCATION EXTERIOR VIEW SEE CHART 14 FOR NUMBER OF LOCATIONS DESIGN PRESSURE fMnNG IMPACTRITING REQUIRED t35.0PSF NONE SEECHARTS Ot ANO 412 SHEET 2FOR 07NER UNITS RAnA*S A 1 (1) FLAT MOUNTED HANDLE SET (99-04.145) AT38 314- ON CENTER FROM PANEL BOTTOM B. (1) METALLIC TANDEM ROLLERS (99-17.195) ATEACH ENOOF PANEL BOTTOM RAILS C. ALUMNUM6%3-T6RELVFORCEMENT(668)ATALLPANEL WTERLOCKS acv I ocsc10PTM we - A ADDEO FLANGE AND FIN INSTAUATION 12/10/13 R.L. 8 REVISED WMALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. NOTES: 1. MAXIMUM PANEL SRE: 45 lr x 95' 2. AWLVUMO.L.O.:44SB'x9O&r CHART R4 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96' X 96' FIN ELEVATION Mow owc no a V.L 08-02249 scut NTS — 10/30/13 --3 OF 10 L ROBERTO LOMAS P.E. 1422 „OODA3RO RD LENTSVILLE. AC 27= 4w4a00609 xbmaapal4nyysp,r,eyA SIGNED: 0612M/2017 A STAT 5COr : Zz sS 1ONA 1 G` Lu(s R. Lomas P.E. FL No.: 62514 Numbs o/onehor Iocaaonsrooulrod Fra1114 Sbgb FSnol W4 Tool U* Wldlh (n) 1b ptK 30.0 36.0 4120 418.0 h) 60.0 720 860 %.0 N&S Jamb N4S Amb H&S Jamb H&S Jamb 84.0 4 6 5 6 8 6 6 6 86.0 4 6 5 6 8 8 6 6' 920 4 6 5 6 6 6 6 6 660 a 8 5 8 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 Mow owc no a V.L 08-02249 scut NTS — 10/30/13 --3 OF 10 L ROBERTO LOMAS P.E. 1422 „OODA3RO RD LENTSVILLE. AC 27= 4w4a00609 xbmaapal4nyysp,r,eyA SIGNED: 0612M/2017 A STAT 5COr : Zz sS 1ONA 1 G` Lu(s R. Lomas P.E. FL No.: 62514 1/2' MIN, EDGE DISTANCE W000 FRAMING 1 3/8' MIN. OR 2X BUCK EMBEQMENT IBYOTHERS S R. L'I iic,ENS 9, 1/4 - MAX. SERIES 420 SGO REINFORCED WITHOUT ADAPTER SHIM 010 WOOD SPACE SCREW TAT E OF X10 WOOD SCREW WOOD FRAMING OR ZX BUCK BY OTHERS EXTERIOR 11 11 11 11 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTA(LATOV NOTES. I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER ANOJOINTSEALANT SYOTHERS TO BE OESIGNEO INACCOROANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN, ENT AIN, cwc viaTANCE RMPOP s OCSOMP11011 a>F FPROYM A ADOEO FLANGE AND FIN wsrAuAT10N 12/10/13 R.L. B REVISED WWAUATiON OETAp9 08/03/15 R.L. C REVISED INSTALLATION OETAILS 06/21/17 R.L. 1 3/8• MIN. 1/4' MAX. EMBEDMENT I SHIM SPACE A 1/2• MIN. EDGE DISTANCE DO WOOD — SCREW EXTEI WOOD FRAMING JAMB INSTALLATION DETAILOR2XSUCK BY OTHERS WOOD FRAMING OR 2XBUCKINSTALLATION INTERIOR SIGNED: 0612112017 MI WINDOWS AND DOORS LLC\\tttLlll ulj650WESTMARKETSTREET GRATZ. PA 17030 S R. L'I iic,ENS 9, SERIES 420 SGO REINFORCED WITHOUT ADAPTER 1t• 0 5t x= 96' X 96" FRAME INSTALLATION DETAILS; TAT E OF MAX V.L o c o. Rev ct. • l pRtl)T; • `' sive 08-02249 COVAL11111111t1t VNTS "E 10/30/13 s"4 OF 10 LR08ERFOLOWSP.E. IIX. WOOOFORD RDLEW*V4LE NCV= LYIS R. Lomas P.F. 4104e8 -06o9 ulanuyor.ovm FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. j EDGE DISTANCE r 1/4• MAX, A r SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR 11 11 11 11 INTERIOR 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES. 1. INTERIOR ANDEXTEAAOR FINISHES, SYOTHERS. NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINTSEALANTBY OTHERS TO BEDESIGNEDINACCORDANCEMTNASTME2112 SILL TO BE SET IN A BED OF APPROVED SEALANT T- 1/2- 1/2• MII EDGE OISTI I 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS IRv I 013CRs nw oar MPRWLD ICADOEO FLANGE AND FIN INSTALLATION 12/10/13 R.L.R. B RMED INSTAUATION -DETAILS 0E/03/15 R.L REVISED INSTAWITION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRAT2, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96` FRAME INSTALLATION DETAILS V.L 1 08-02249 SOUL NTS av[ 10/30/13 510[75 OF 10 L ROWRTO LOMAS P.E. 1432 NVOOFORO RO LEwfSVALf. NC2TM SIGNEO: 06/21/2017 E OFo tS' ,R10; • ? z/ii S 011 11\G` Luis R. Lomas P.E. FL No.: 62514 1 1/2' MIN 1" MIN. I. SEPARATION EDGE DISTANCE REVISIONS REV 00CRIPrION DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/13 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R,L. e ' a:.' 1 1/4" MIN. EMBEDMENT 1 1/4' MIN. CONCRETE/ EMBEDMENT MASONRY BY OTHERS 1/4MAX. SHIM SPACE OPTIONAL 1X BUCK t' 1/4" MAXrSHIMSPACE TO BE MIN, I INTERIORPROPERLYEDGE SECURED DISTANCESEENOTE3 SHEET 1 I 3/16• TAPCON ISEPARATION laEXTERIORINTERIORL= SILL TO BE sET IN A BED OF a APPROVED SEALANT 3/16• TAPCON EXTERIOR 3/16' TAPCON CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL MASONRY/ OPTIONAL. 1X BUCK CONCRETEwsONRYINSTALLATION CONCRETE TO BE PROPERLY BY OTHERS SECURED SEE NOTE 3 SHEET 1 A.• • a F NOTES: a. 1 1/4' MIN, 1.WTER/ORAND EXTERIORFINISHES, ByOTHERS. EMBEOMEM NOT SHOWN FOR CLARITY. 4. 2. PERIMETER ANO JOWTSEALMITByOTHERS TOBEd" • • DESIGNED INACCOROANCEw?HASTME2112 SIGNED: 06421/2017 MI WINDOWS AND DOORS LLC IL111I11/v, 2 7/8' MIN 1" MIN. 650 WEST MARKET STREET EL. LS ... D.ySEPARATIONEDGEDISTANCEGRATZ, PA 17030 NN , GENS• 94PF• VERTICAL CROSS SECTION SERIES 420 SOD REINFORCED WITHOUT 'ADAPTER 0 6 , >e COIJCRE'FE/MISONRyMTALLATION 96" X 96' FRAME INSTALLATION DETAILS pTATE OF oORIOT; OS-022x9 Rev C iSS44/OHALI IV\\ E 10/30/13 SMOL 6 OF 10FLROSERTOLOMASPE. 14=*000F*ROROIEWWVALENCZ7DM LUIS R. Lomas P.E. u&4u- " aaMzfflw om fl No.: 62514 1/2' MIN. EDGE DISTANCE W000 FRAMING F 1 1 3/8' MIN. OR 2)BUCK 1 EMBEDMENT BY OTHERS I 810 WOOD SCREW WOOD FRAMING OR 2% SVCX BY OTHER! 1/4' MAX. SHIM SPACE 810 WOOD SCREWS EXTERIOR WJ LU INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR ANO EXTERIOR FINJSHES. BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNEO IN ACCORDANCE WITH ASTM E2112 rO BE SET IN OF DvEO SEALANT MIN. WENT 1 3/8' MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE 810 WOOD SCREWS WOOD FRAMING OR 2x BUCK BY OTHERS ALNSgr4i f`' + a1E Avaaovm A ADDED FLANGE AND FN INSTALLATION 12/10/13 1 R.L. 8 REVISED INSTALLATION OETAO.S 08/03/15 R.L C REVISED INSTALLATION OETAILS 06/21/17 1 R.L. 1/4' MAX. SHIM SPACE JAMB INSTALLATION DETAIL W000 FRAMINGOR2XBUCKINSTALLATION SIGNED: 06/21/2017 MI WINDOWS AND DOORS LLC 11111JIJI 650 WEST MARKET STREET GRATZ. PA 17030 5 R. to ' v .'0 £ Ny -I SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" X INSTALLATIOTION DETAILSFLANGE MAYO Of z AWk L. 08-02249 iss10MAtC E G NTS "Tc 10/30/13 s'w7 OF 10 rrllllllll L.RMAr000MASP.E. NTT WOODAOAORDLEWM% a NC274+8 Luis R. Lomas P.E. 34.604 os law-xl *bnMrawo FL No.: 62514 1/2" MIN. EDGE j— DISTANCE METAL STRUCTURE BY OTHERS 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4' MAX. 0 SHIM SPACE 110 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF PROVED SEALANT 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MP Qw ADDED nAN0E AND FW INSTALLATION 12/10/13 R.L. REVISED 1NSUUATION DETAILS 06/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 RA 1/4 MAX. SHIM SPACE 112 - MIN. INTERIOREDGE DISTANCE AM 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE _p BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 06/2112017 MI WINDOWS AND DOORS LLCOtII1IIIII/ 650 WEST MARKET STREET GRAT2, PA 5 R'. LO i 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER Ar• 5 w 96' X FLANGE INSTALLATION DETAILS jo k5 EA, TAT OF V.L. 4 scu! 08-02249 C.... 1E G` NTS *f 10/30/13 IsmW8 OF 10 4/11111110 L.ROSERrOLOM P..E. 14=WO OFCRORDLEwuIaLE.NC27= Luis R. Lomas P.E. 0&OSS-ow 1s0+•mm FL No.: 6251a 1 1'/2' MIN. 1' MIN. SEPARATION EOGE OISTANCE i• 1 1/4' MIN. CONCRETE/ EMBEDMENT MASONRY I BY OTHERS 1/4' MAX. SHIM SPACEOPTIONALr 1X BUCK 1TTOBE 96' X 96' FLANGE INSTALLATION DETAILS PROPERLY v SECURED MIN. SEE NOTE 3 SHEET 1 08-02249 I 3/16" TAPCON EXTERIOR LLU U INTERIOR SILL TO IN A BED OF 3/16' TAPCON I ,I I I I APP OVEOESSEALANT MASONRY/ CONCRETE BY OTHERS a 1 1/4' MIN, 4• EMBEDMENT 4'. 4: 2 7/8' MIN, i' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETFJMASONRYWSTACLATLDN REVWORS REV OESCNPIM GATE APPROVED ACA ADDER FLANGE AND FIN INSTAUATKNN 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 1/4' MIN. EMBEDMENT I. INTERIOR AND EXTERIOR FINISHES, BY 0THERS - NOT SHOWN FQR CLARIrY. Z PERIMETER ANO JONT SEALANT BY OTHERS TO BEDESIGNEDINACCORDANCEWITHASTME2112 SIGNED: 0&/21/2017 J — 1/4- MAX. I I SHIM SPACEa ' MIN. 650 PAK117030REET EDGE GRATZ, DISTANCE SERIES 420 SGO REINFORCED WITHOUT ADAPTER 0 6 *= 96' X 96' FLANGE INSTALLATION DETAILS 3 v 0, A•LOR10r 'u` MIN. On NO. SEPARATION 08-02249 v NTS°`R10/30/13 y'Q•T9 OF 1iq 3/16' TAPCON CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 INTERIOR 1-- EXTERIOR JAMS INSTALLATION DETAIL CONCRET&MASONRY &STALLATOV NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY 0THERS - NOT SHOWN FQR CLARIrY. Z PERIMETER ANO JONT SEALANT BY OTHERS TO BEDESIGNEDINACCORDANCEWITHASTME2112 SIGNED: 0&/21/2017 MI WINDOWS AND DOORS LLC 650 PAK117030REET L111IIrIrr YGRATZ, J\S\GEm' SERIES 420 SGO REINFORCED WITHOUT ADAPTER 0 6 *= 96' X 96' FLANGE INSTALLATION DETAILS acs00: TAT OF :,` 0, A•LOR10r 'u` 040ft V.L. On NO. 08-02249 aWILEONAi10\`\ NTS°`R10/30/13 y'Q•T9 OF 1iqLaoeear LEWISV Le. Hatt Ncooroao AO L6'N?SV/LLE. /VG 27Q.7 Luis R. Lomas P.E. a7.4 s&06w r &%nv&wfthw=n FL No.: 62514 WOOD FRAMING.{ 1/4 MAX BY OTHERS I r SHIM SPACE 1 1/4" MIN. EMBEDMENT v I APPROVED SEALANT BEHIND FIN q8 WOOD SCREW 7/16" MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN g8 WOOD SCREW 7/16" MIN EDGE DISTANCE INTERIOR X, EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR ZX BUCK INSTALLATION 1 1/4" MIN. EMBEDMENT WOOD FRAMING BY OTHERS INTERIOR TRIM 1/4' MAX. SHIM SPACE RcvLsgra RcV DCVFVTM PANEL INTERLOCK an APPROYM EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION A ADDED FLANGE AND Fw INSTALLATION 12/10/i3 R.L. METAL $TRUCTUREHOOKSTRIPINSTALLATION 6 REVISED INSTALLATION DETAILS 08/03/15 R.L. SIGNED: 06121!2017 C REVISED INSTALLATION DETAILS 06/21/17 R.L. MI WINDOWS AND DOORS LLC 1 5/8" MIN. EDGE DIST. 650GRATZ.ST MPAK17030REET TRIM a INTERIOR WOOD FRAMING OR 2Y BL/CK INSTALLATION 1 1/4" MIN, EMBEDMENT SERIES 420 SGD REINFORCED WITHOUT ADAPTER MASONRY/CONCRETE FOR SILL rNSTALTIONSEESNEETSe•9U . rI 96' X 96 NAILFIN & HOOK IMSTALLATION DETAILS BY OTHERS NOTES: T. INTERIOR AND EXTERIOR FWISHES, BY OTHERS DR4 t - MC ' Rn 0 R10r • ss/ONA11E0G\``` I BUCK BY OTHERS, 08 _ 249 C SG tt HOOK STRIP 1X BUCK TO BE NTS °" 10/30/13 710 OF 10 PROPERLY SECURED Luis R. Lomas P.E. 1364SIl "" -w--qw-c" TAPCON EXTERIOR PANEL INTERLOCK HOOKSTRlP INSTALLATION MASONAY.'CONCRETE 1/2" MIN. METAL STRUCTUREEDGEBYOTHERS 1/2' MIN. DISTANCE EDGE DISTANCE TRIM INTERIOR13/8" MIN. EMBEDMENT HOOK STRIP a X10 SELF DRILLING SCREW a W000 SCREW EXTERIOR PANEL INTERLOCK INTERIOR EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION EXTERIOR METAL $TRUCTUREHOOKSTRIPINSTALLATION 2xBUGG1VL7pD FRAMrnrG SIGNED: 06121!2017 MI WINDOWS AND DOORS LLC ttullrr/Ir1 650GRATZ.ST MPAK17030REET TsVERTICALCROSSSECTION WOOD FRAMING OR 2Y BL/CK INSTALLATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER 1c• a 6 FOR SILL rNSTALTIONSEESNEETSe•9U . 96' X 96 NAILFIN & HOOK IMSTALLATION DETAILS js corp " TATE OF -ZZNOTES: T. INTERIOR AND EXTERIOR FWISHES, BY OTHERS DR4 t - MC ' Rn 0 R10r • ss/ONA11E0G\``` 2.PERETERANDJOINTSE.ALANTSYOTHERSTOBE 08 _ 249 C SG tt INDESIGNEDACCORDANCEWITHASTME21!2 NTS °" 10/30/13 710 OF 10 L ROWATO LOMAS P.E. 4W WOOOFORO RO LENW$VILLE. NC 274'7 Luis R. Lomas P.E. 1364SIl "" -w--qw-c" FL No.: 62514 RM90R5 REV ocscRpnoR alc APPROVED' A ADOEO CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. NOTES: I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REQUIREMENTS OF THE FLORIDA, BUILDING CODE. 0 REVISED tNSTA. ATION OETNLS 08/05/15 R.L 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY E REVISED INSTALLATION DETAILS 06/22/17 R.L 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 LAAO DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL; EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFO IR D FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE- ESISTANCEOVERHANGOVERHANGRATIOsOVERHANGLENGTH/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 I" 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). SIGNED: 06/22/2017 0. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—TS .048" THICK-MINIMUM 15. APPROVED, CONFIGURATIONS: MI WINDOWS AND DOORS LLCXIX. 1111111rI,A//, OffL'• L f650WESTMARKETSTREET GRATZ. PA J\517030 SERIES 430 SGO*AAiPOF143' x 80' NON REINFORCED ANOTESA TABLE OF CONTENTS oRA>r1t owc No. RLv i 0' OFS,'Ol'k, SHEET N0. DESCRIPTION FSA 08—0 E //,/%NA, lC d1NOTES 0802 NTS ort 02/23/09 1 OF 9 2 ELEVATION 14MW000MADRDLbWWMLEAIC 27027 Luls R. Lomos P.E. 3 — 9 INSTALLATION DETAILS FL No.: 62514 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART ®3 FOR NUMBER OF LOCATIONS REOUIREO 6- MAX 17 MAX O.C. 6' MAX L 1 17- MAX 80' O.C. MAX RAME T- SERIES 430 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RA TING t40.0PSF NONE SEE CHARTS a1 AND 02 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 1/2-x79' 2. MAXIMUM 0.1-0- 44 3 4. r 74 3x8' FLAT MOUNTED FUNOLE SET (9944-145) AT 38 314• FROM PANEL 80TTOM METALLIC TANDEM ROLLERS (99.17-195) AT EACH ENO OF PANEL BOTTCe REV DeSOWPTION ATE X A X SERIES 430 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RA TING t40.0PSF NONE SEE CHARTS a1 AND 02 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 1/2-x79' 2. MAXIMUM 0.1-0- 44 3 4. r 74 3x8' FLAT MOUNTED FUNOLE SET (9944-145) AT 38 314• FROM PANEL 80TTOM METALLIC TANDEM ROLLERS (99.17-195) AT EACH ENO OF PANEL BOTTCe REV DeSOWPTION ATE AiPRM 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 05/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. CNARTa1 WHERE WATER INFR.TRATION RESISTANCE IS )WEOUIRED SEENOTE 9SHEET I Design pressure chart (pso Frame Single Panel and Total Frame Width (in) Height 30.0 36.042.0 47.7 In) 90.00 108.00 126.00 143.00 Pas I Hog Pas I Nog I Pos I Meg Pas I Nag 80.0 40.0 1 54.9 40.0 1 48.0 1 40.0 1 432 40.0 1 40.0 CHART /2 WHERE WATER INFILTRATIONRESISTANCE IS NOTREOUIRED SEE NOTE 9 SHEET I Design pressure chart (pso Height h) 410 Paid and Total Frame WdN (k) -- 30.0 36.0 1 420 47.7 90.00 108.00 126.00 143.00 pas I Nog pas Nog Pas INog Pos Nog 80.0 549 54.9 48.0 48 01 432 1 432 1 40.0 1 40.0 CHART83 Number of anchor locationsrequlred Frame Height Single Panel and Total Frame Width (in) 30.0 3G0 1 420 47.7 in) 90.0 1080 126.0 143.0 Has Jamb HdS Jamb I HdS I Jamb I HdS I Jamb 80.0 61 5 7 1 5 1 8 1 5 1 9 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED ELEVATION F.A. 1 08-00502 tt'"E NTS I GR 02/23/09 SNELT 2 OF 9 L ROWRT0 L044"PE. 14M WOOOFORO RO LEWISvnLE. NC 27= 4s4d6104M PwC" SIGNED: 0612WO17 ILIO k 6$61 • x - OTAT OF Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW X10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/2- MIN. I EDGE DISTANCE MIN, EMBE MENT 1/4 - MAX. SHIM SPACE EXTERIOR II II II II II II INTERIOR TO I 5A BEDLLEALANT FEAPPROVED SET IN 1/2- MIN.' A— EDGE DISTANCE VERTICAL CROSS SECTION WOODFRAMING OR2X8UCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, 8Y OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER ANDJOINTSEALANT SY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8- MIN. EMBEOMENT 1 1/2- MIN. EDGE DISTANCE e10 WOOD 1 3/8- MIN, SCREW EMBEDMENT WOOD FRAMING OR 2X BUCK T BY OTHERS RLN90N5 ocri vTow WE MVRCVEp ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L. 1/4- MAX SHIM SPACE FINTERIOR J EXTERIOR JAMS INSTALLATION DETAIL WOOD FRAMING OR2XBUCK INSTALLATION Ml WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGO 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS ORAWIt OrF, N0. F.A. 08-00502 srur NTS °ATE 02/23/09 1 SHEET 3 OF 9 L ROSERIO COMAS P.E. 182 %CWFORO RO LEWTSVILLE, NC 270M 4.114W-009 i2 nuv@trl*mus ,,wm SIGNED: 06/2WO17 i rrGSF •`P 4T4AIii OF ; w= 0MA; L'EG\N\ . Luis R. Lomas P.E. FL No.: 62514 1/2• MIN. RN acvluoxs OESCRIPIgN are APPROVED METAL EWE DISTANCE A JADOED CHARTS 03/06/12 R.L. STRUCTURE 1/4' MAX, B REVISED PER NEW TESTLNG 10/15/13 R.L. BY OTHERS SHIM SPACE C ADDED FLANGE WSTAUATIONS 12/06/13 R.L. 0 RE= INSTAUATION DETAILS 08/05/15 R.L. 1/4• MAX E REVISED INSTALLATION DETAILS 06/22/17 R.LISHIMSPACE 1/2' MIN. 10 SMS OR SCRL ORILUNG EDGE DISTANCE I"-- INTERIOR Fn::49:3I 110 SMS OR SELF ORILUNC SCREW METAL STRUCTURE BY OTHERS EXTERIOR INTERIOR L TO BE SET IN BED OF APPROVED VJWT 12• MIN EOG6 DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES, SY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS 7O BE DESIGNED W ACCORDANCE WITH ASTM E2112 110 SMS OR SELF DRILLING SCREWS 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 FRAME INSTALLATION DETAILS DRAM. OWK NO. F.A. 08-00502 scAu NTS 01h 02/23/09 s'=4 OF 9 L R08FRTOLOAKSP.E 1-&V WUODAMW RV LEWISVUE. NC 27029 J.P40-0609 4mws@ bma w4wn SIGNED: 0&=2017 loll l It/0,,' EAvSF.'FU'i QAYi%'F50 ; 4 RI'D ONAIt00 Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ - CONCRETE BY OTHERS 1 1/2- MIN. 1• MIN, SEPARATION I EDGE DISTANCE a . 1 1/4' MIN, EMBEDMENT T4 1/MAX. SHIM SPACE 3/16" TAPCON EXTERIOR INTERIOR 1 1/4' MIN. EMBEDMENT MIN. EDGE •': DISTANCE 3 f MIN. SEPARATION . 3/16' TAPCON ' SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. EMBEDMENT e • 2 7/8" MIN, 1" MIN, SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/M4S0NRY INSTALLAT*m RN arrwns 00capr4w DATE A OVER A ADDED CHARTS 03/06/12 R.L. 6 REHSEO PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 014• MAXrSHIMSPACE E REVISED ItMAUATION DETAILS I REVISED INSTAUATION DETAILS 08/05/15 06/22/17 R.L. 1 R.L. INTERIOR aw— raIEXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETFJMASONRYINSTALLATAON TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES. T. INTERIORAND EXTERIOR FINISHES. BYOTHERS, NOT SHOWN FOR CLARITY, 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 SIGNED: Ofz2212017 MI WINDOWS AND DOORS LLC x0ttlIlIIa 650 WEST GRATZ, MPAK 030ET REET SERIES 430 SGO _ ir• ,,ff 143" x 8NON REINFORCED FRAME INSTALLATION DETAILS po;(•(,$ TAT OFO• a` ocAl t owc Aa. Lu aEv 'OF•'OlOR10p;• ?: SC, NTS mac 02/23/09 08 s mcT 52 OF 9 E ,siONA 11 14- VLROBERrOLOOAA. SPE. is R. Lomas P.E. 1•WOWPORD RD LEWl$VU& NC+7pp FL No.: 625144344804Wflonasvku"Mumm 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 11 11 11 11 11. 11 INTERIOR cwc V141AYY1.P VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INFERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OESIGNEO INAOCORDANCEW?HASTM F2112 SET IN APPROVED MIN. WENT 1 3/8• MIN. EMBEDMENT 1 /2• MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4• MAX, rSHIM SPACE 1/2• MIN. r EDGE DISTANCE RN 1 3/8• MIN. WOOD FRAMING OR 2X BUCK EIABEDMENT BY OTHERS ADDEO CKARTS iii 1/4• MAX. B SHIM 10 WOOD SPACE SCREW ADDED FLANGE INSTALLATIONS 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 11 11 11 11 11. 11 INTERIOR cwc V141AYY1.P VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INFERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OESIGNEO INAOCORDANCEW?HASTM F2112 SET IN APPROVED MIN. WENT 1 3/8• MIN. EMBEDMENT 1 /2• MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4• MAX, rSHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SOO 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS F.A.08-00502 VALE NTS I OAnt 02/23/09 6 OF 9 L AOWTOLQUASP.E. IA.V n000FOR0 RD LEWISVILLE AC ZMM O&SM-06" iftrusdWantmuorn SIGNED: 06422/2017 J EN9 . GSF•`f' 0 5 ••*= p • TATE OF Luis R. Lomas P.E. FL No.: 62514 REV19f1Ns RN DCV-Rwl R GATE APPROKD A ADDEO CKARTS 03/06/12 R.L. B REVISEO PER NEW TESnK 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E RENSED INSTALATION OETALS 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 SOO 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS F.A.08-00502 VALE NTS I OAnt 02/23/09 6 OF 9 L AOWTOLQUASP.E. IA.V n000FOR0 RD LEWISVILLE AC ZMM O&SM-06" iftrusdWantmuorn SIGNED: 06422/2017 J EN9 . GSF•`f' 0 5 ••*= p • TATE OF Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. METAL I EDGE DISTANCE r STRUCTURE BY OTHERS LE 1/4' MAX. SHIM SPACE 10 SMS SELF DRILI SO METAL STRUCTURE BY OTHERS 110 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. vvMR/OR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO SE DESIGNED INACCOROANCE WITH ASTM E2112 L TO BE SET IN 9ED OF APPROVED LLANT fE oescaVIIom GATE A-PROVM ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. GEADOEDFLANINSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. 1/4' MAX REVISED INSTALLATION OETNLS 06/22/17 R.L. r SHIM SPACE 2' I MIN. EDGE INTERIOR DISTANCE T— I 10 SMS OR SELF DRILUNG SCREWS METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE WSTAIIATTON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS DPAM awe No F.A. 1 08-00502 scut NTS pA7E 02/23/09 1 SHM 7 OF 9 L ROMATO LOMAS P.E. 1472 WDOOFORO RV LEWISVXLE. NC2;VM agr.6wkw ib nasotb%u a.com SIGNED: 08/22/2017 S itll I` O Cir 0„6251 • (, t{c '•' tNATEOF oF' F ORLOP • T/SjS ONA 11ENG` V 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. EMBEDMENT MIN. EDGE DISTANCE 3 - MIN. SEPARATION 3/16' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS s• -r 1 1/4- MIN. EMBEDMENT 2 7/8- MIN. 1- MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRET SUASONRY 01STAUAT10N 1/4- MAX. SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 i' 1 1/4- MIN, 2 PERIMETER AND JOINT SEALANT SYOTHERS TO BE REY EMBEDMENT DATE 0PROKo A ADDED CNARTS 03/06/12 R.L. OPTIONAL REVISED PER NEW TESTING IX BUCK C ADDED FIANCE INSTALLATIONS TO BE R.L. 0 PROPERLY 08/0/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. oNc Ra aEv SECVREO 08-00502sm"S E sty NTS DATE 02/23/09 OF 9 1/a' MAXSEENOTE3 Lu(s R. Lomos P.E. FL NO.: 62514 SHIM SPACESHEET1 3/16' TAPCON EXTERIOR 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS INTERIOR 1 1/4- MIN. EMBEDMENT MIN. EDGE DISTANCE 3 - MIN. SEPARATION 3/16' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS s• -r 1 1/4- MIN. EMBEDMENT 2 7/8- MIN. 1- MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRET SUASONRY 01STAUAT10N 1/4- MAX. SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 JAMB INSTALLATION DETAIL CONCRETEnuASONRY INSTALLATION NOTES., RENs*ms NOT SHOWN FOR CLARITY. ' 2 PERIMETER AND JOINT SEALANT SYOTHERS TO BE REY 000RiTION DATE 0PROKo A ADDED CNARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/0/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL CONCRETEnuASONRY INSTALLATION NOTES., I. INTERIORAND EXTERIOR FINISHES, 8YOTHERS. NOT SHOWN FOR CLARITY. ' 2 PERIMETER AND JOINT SEALANT SYOTHERS TOBE DESIGNED IN ACCORDANCE MTN ASTM E2112 SIGNED. 06/12/2017 MI OSTCREETRS LLC LR I ILIO'/,/ 650OWESS MARKET 0\ E 9s. GRATZ. PA 17030 G Ns SERIES 430 SCO* 143" x 80- NON REINFORCED FLANGE INSTALLATION DETAILS TAT OF = F•'<OR10;• : oRm oNc Ra aEv 08-00502sm"S E sty NTS DATE 02/23/09 OF 9 LROBERTO LONIM P.F. 1472 WOODFORD RD LEWISMI.E. NC 27=23 47adm-v4 9 Rbmasv&mffL ppac*m Lu(s R. Lomos P.E. FL NO.: 62514 REV66ONS REv ocscwvroN WCTE APPRO/EO A ADDED CHARTS 03/06/12 ILL 8 REVISED PER NEW TESTWG 10/15/13 R.L 1 5/8' MIN. C ADDED FLANGE WSTALLATIONS 12/06/13 R.L. EDGE DIST. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.LTRIMdd11/4' MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE . BY OTHERS 1x BUCK BY OTHERS. HOOK STRIP 1X BUCK TO BE METAL STRUCTURE 1/2' MIN. a PROPERLY SECURED By OTHERS EDGE DISTANCE 3/16' TAPCON TRIM EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION INTERIOR MASONRY/ODNCRETE HOOK STRIP I — 110 SELF ORILUNG I' j\_ PANELW1/2' MIN, EXTERIOR INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/15 MIN. EMBEOMENT NOTES; 1. INTERIOR AND EXTERIOR FINISHES, 8YOTHERS, HOOK STRIP NOTSHOWNFORCLARlTY. t 0 WOOD 2 PERIMETER ANO JOINT SEALANT SY OTHERS TO SE DESIGNED INACCORDANCE WITH ASTM E2112SCREW SIGNED: 08/2212017 EXTERIOR PANEL INTERLOCK MI WINDOWS AND DOORS LLC R DLII// HOOK STRIP INSTALLATION 650 WEST MARKET STREET O S o 2X SUCKANOOD FRAMING GRATZ, PA 17030 G ENSE` •9`1' SERIES 430 SGO 0 51 *_ 143' x 80" NON REINFORCED HOOK INSTALLATION DETAILS DRAwn orc No REv 'nF• °l0R\0;• D8 E E /,,'SSIONAlCEt \``\ NTS 02/23/09 92 Of 9jP.ELRMWOLOMAS 1432WDOOFORO RDLEWSVIC:7023 LUI3 R. Lomas P.E. s -680-mm bM*%v aDam FL NO,:62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITHREQUIREMENTSOFTHEFLORIDABUILDINGCODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLYTRANSFERALLLOADSTOSTRUCTURE. FRAMING AND MASONRY OPENING IS THERESPONSIBILITYOFTHEARCHITECTORENGINEEROFRECORD. 3. Ix BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USEDDISSIMILARMATERIALSMUSTBESEPARATEDWITHAPPROVEDCOATINGORMEMBRANE. 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 CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REOUIRFO FOR THIS PRODUCT IN WIND BORNEDEBRISREGIONS. S. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERESPACEOF1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EOUAL OR GREATER THAN 1.0 DONOTREQUIREWATERINFILTRATIONRESISTANCE. 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. LOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONOIETAILS, 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 EDGEDISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 110 SMS OR SELF DRILLING SCREWS WITHSUFFICIENTLENGTHTOACHIEVE3THREADSMINIMUMBEYONDSTRUCTUREINTERIORWALLLOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT, 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED INSUBSTRATESWITHSTRENGTHSLESSTHANTHEMINIMUMSTRENGTHSPECIFIEDBELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF. G-0.42S. 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 INSTALLATioN npun [ I'-• I `'"'• I DTE I APPROVED 1 A I ADDEO CNAR15 03/06/12 R.L B REVISEO PER NEW TESTWG 10/15/13 R.L C ADDEO FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVGED INSTAUATXIN DETAILS 08/05/15 R.L E REVISED INSTALLATION oETA1L5 06/22/17 IR, SIGNED: 06122/2017 MI WINDOWS AND DOORS LLC a111rrrlr 650 WEST MARKET STREET CRATZ. PA 17030 Vp ENO'. F 1k• y6 205 ••*' SERIES 430/440 XIX SGO 143' x 96' REINFORCED NOTES 7OOTATE OF FS'-ZOR10T; 11 a Luis R. Lomas P.E. oRArN: 08-00503 aEv E sou[ NTS ° rz 02/23/09 1 OF 9 L RMRrOLOMASP.E 14M nVGOFORO RO LEWISVXLE, AC27a_'^J44U<40.O .eous®abnop,.mm FL No.: 62514 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART /3 FOR NUMBER OF LOCATIONS REQUIRED 17' MAX MAX6' MAX I O.C. I 6• I 6' MAX 17' MAX O.C. 96" MAX FRAME HEIGHT 6' MAX SERIES 430/440 XIX SGD EXTERIOR WEW DESIGN PRESSURE RATING IMPACT RATING 140.0PSF NONE SEE CHARTS Of AND /2 FOR OTHER UNITS RIDINGS NOTES: I. MAXIMUM PANEL SIZE: 48 la' x 95' 2. MAXIMUM D.L.O.: 44 314'x 90 SB• HARDWARE SCHEDULE A 0) FLAT MOUNTED HANDLE SET (99-04.145) AT 37 30Z• ON CENTER FROM PANEL BOTTOM B. 0) METALLIC TANDEM ROLLERS (99.17.195) AT EACH ENO OF PANEL BOTTOM pI.C. IALUMINUM6083•T6REINFORCEMENT (666)ATALL PANEL INTERLOCKS FACE OF OPERABLE PANEL INTERLOCK Frame A I ADDED CHARTS X 30.0 76.0 1 tib Q.7 X SERIES 430/440 XIX SGD EXTERIOR WEW DESIGN PRESSURE RATING IMPACT RATING 140.0PSF NONE SEE CHARTS Of AND /2 FOR OTHER UNITS RIDINGS NOTES: I. MAXIMUM PANEL SIZE: 48 la' x 95' 2. MAXIMUM D.L.O.: 44 314'x 90 SB• HARDWARE SCHEDULE A 0) FLAT MOUNTED HANDLE SET (99-04.145) AT 37 30Z• ON CENTER FROM PANEL BOTTOM B. 0) METALLIC TANDEM ROLLERS (99.17.195) AT EACH ENO OF PANEL BOTTOM pI.C. IALUMINUM6083•T6REINFORCEMENT (666)ATALL PANEL INTERLOCKS FACE OF OPERABLE PANEL INTERLOCK CHART 02 WHERE WATER INFIL TRATION RESISTANCE IS NOT REQUIRED SEE NOM!D sMEFT I Desi n pressure chart (pA Frame A I ADDED CHARTS moot 30.0 76.0 1 tib Q.7 B REVISED PER NEW TESTING 90.00 10&00 126.00 14700 Poa Np Pos I Area I POs I moo Pos Np84.0 C ADDED FLANGE INSTALLATIONS 66.0 60.0 60.0 54,8 54.6 4&9 46.9 45.0 45.0 0 REVISED INSTALLATION DETAILS 59.8 59.8 51.T 51.7 481 46.1 423 423 CHART 01 E REVISED INSTALLATION DETAILS WHERE WATER INFILTRATION RESISTANCE IS REOWREO SEE NOTE9 SHEETI Design prosslro chart (00 Rome 51mNa Pana) and Total Frond VNam (in) H*nt 30.0 1 36.0 420 1 47.7 90.00 100.00 12&00 14300 Pos moo Pos Nap Pos Np Pos Np Nu.O 400 600 40.0 57.9 400 52.0 40.0 46.0 U. 40.0 60 0 40.0 $4.6 40.0 489 40.0 45.0 920 40.0 59.8 40.0 51.7 40.0 1 46.1 1 40.0 1 4y390.0 40.0 1 $8.6 40.0 1 49 0 40.0 1 43.7 1 40.0 1 40.0 CHART 02 WHERE WATER INFIL TRATION RESISTANCE IS NOT REQUIRED SEE NOM!D sMEFT I Desi n pressure chart (pA Frame Saab pbww4 TOW Raabvft-M (a1) moot 30.0 76.0 1 tib Q.7 12& 90.00 10&00 126.00 14700 Poa Np Pos I Area I POs I moo Pos Np84.0 60.0 60.0 $7.9 1 570 S20 520 46.0 4&0 66.0 60.0 60.0 54,8 54.6 4&9 46.9 45.0 45.0 920 59.8 59.8 51.T 51.7 481 46.1 423 423 96,0 5&6 5&0 400 490 43,7 43.7 40.0z0 0 CHART a9 Number O/anallo/ locadons/apul/o0 Frame Sn9b Pana) and Tow RanoW1?41(h) P40M 30.0 1 3&0 420 1 47.7 N) 90.0 1 10&0 12&0 1 143.0 H&S I Jamb I HISS I lamp HISS lamb HISS lama 640 0 1 6 1 7 1 6 8 6 9 1 6 SLO 7 8 7 6 8 6 9 8 920 7 8 7 6 8 6 8 6 9&0 8 7 8 8 6 9 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/"0 XIX SGO 143" x 96' REINFORCED. ELEVATIONS MG xt F.A. 1 08-00503 sCua NTS 00c 02/23/09 -2 OF 9 L R06ERTO 4,0444.SP.E. 1472 WOOOFORD AO LEIMSVILLE NC 270'7 434.G/64609 ,N'x DATE APPROWM 03/06/12 RL 10/15/13 R.L. 12/06/13 RL 08/05/15 R.L 06/22/17 R•L SIGNED: 06/22/2017 J`S,tIlk. ItIo ' i G NSF , J' o,,61Z5 •. oo TTAATl tE OF jslONA 11 G\`, Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE W000 FRAMING 1 3/3' MIN. OR 2X BUCK EMBEQMEM BY OTHERS ADDED CHARTS 03/06/12 1/4' MAX. B SHIM 10 WOOD . SPACE SCREW - ADDED FLANGE WSTALLATIONS J10 WOOD SCREW OD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II 11 11 11 11 II INTERIOR cwc v.a iru.c VERTICAL CROSS SECTION WOOD FRAMING OR 2KBUCK INSTALLATION NOTES. 1. INTERIORAND EXTERIOR FINISHES. BY OTHERS. NOTSHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8' MIN. EMBEDMENT 1 1/2' MIN. EDGE DISTANCE 10 WOOD SCREW Be SET IN F APPROVED MIN. HENT WOOD FRAMING OR 2X BUCK BY OTHERS 1/4" MAX. SHIM SPACE awv DESOWMN OATC APPRW0 A ADDED CHARTS 03/06/12 R.L B REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE WSTALLATIONS 12/06/13 R.L. 0 REvISED INSTAumoN DETAILS 08/05/15 R.L E REVISED INSTALLATION DETAILS 06/22/17 R.L JAMB INSTALLATION DETAIL WOODFRAMING OR 2XBUCKINSTALLATION SIGNED. 0&2MO17 MI WINDOWS AND DOORS LLC 111111rIII 650 WEST MARKET STREET GRATZ. PA 5 R•. to 1// iceEAr9si 17030 zN .,C 11 .- M-.TATiPOF SERIES 430/440 XIX SGO 143 x 96' REINFORCED 9; FRAME INSTALLATION DETAILS D T;• D•' O(OR1000501xMq!OrC No. OS— 33 Rwv E luls R. Lomas P.E. W -4u NTS 01E 02/23/09 OF 9 L ROBERTO LMKS P.E. 1452wOOOPORORDLPwlsvw4 NC v= 4sf-o 9 4tlNn un nw.mm fl No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR F DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES., I. INTERIOR AND EXTERIOR MMISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND lODVT SEAWYT BY OTHERS To BE DESIGNED INACCORDANCE W THASTME2112 1/4' MAX. RENSONS SHIM SPACE F I 1/2• MIN. DATE EDGE DISTANCE SMS OR ADDED CHARTS DRILLING N OR 110 SMS OR 10/15/13 SELF DRILLING C SCREWS TO BE SET IN R.L. MO OF APPROVED REMSED INSTALLATION DETAILS LLANT R.L. E METAL 06/22/17 STRUCTURE BY OTHERS CA I CKIVIi JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRAM PA 17030 SERIES 430/440 XIX SGO 143" x 96' REINFORCED FRAME INSTALLATION DETAILS DRAA : owe Ro. F.A. 1 08-00503 WAS NTS I DA'E 02/23/09 ISM4 OF 9 L R06ERTO LOALMS P.E. 1-32 WOODFORD RD L.EKISV41E NC reSJ y".SS.OW9 Manssolviamw mm SIGNED: 06/222017 J J S R il l/''' i ATAii'O F Lv- 0R1 NG' DNA 1i// 10 Luis R. Lomas P.E. Fl No.: 62514 RENSONS REV 0EigU/IIM DATE APPRwED 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 REMSED INSTALLATION DETAILS 06/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 1 R.L. CA I CKIVIi JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRAM PA 17030 SERIES 430/440 XIX SGO 143" x 96' REINFORCED FRAME INSTALLATION DETAILS DRAA : owe Ro. F.A. 1 08-00503 WAS NTS I DA'E 02/23/09 ISM4 OF 9 L R06ERTO LOALMS P.E. 1-32 WOODFORD RD L.EKISV41E NC reSJ y".SS.OW9 Manssolviamw mm SIGNED: 06/222017 J J S R il l/''' i ATAii'O F Lv- 0R1 NG' DNA 1i// 10 Luis R. Lomas P.E. Fl No.: 62514 1 1/4' MIN. EMBEDMENT 2 7/8'• MIN. 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEQASONRY INSTALLATION 1/4' MAX, SHIM SPACE INTERIOR EXTERIOR OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 1 1/2' MIN. 1' MIN. SEPARATION EDGE DISTANCE DATE a• 1 1/4' MIN. 1 1/4' MIN. ADDED CHARTS a .• EMBEDMENT EMBEDMENT CONCRETE/ REVISED PER NEW TESTING 10/15/13 MASONRY C ADDED FLANGE INSTALLADONS BY OTHERS R.L, 0 REVISED INSTALLATION DETAILS 06/05/15 MIN. OPTIONAL REVISED INSTALLATION DETAILS EDGE : • e Ix BUCK DISTANCE . • • ' TO BE PROPERLY 1/4 MAX. SECURED SHIM SPACE v ,. SEE NOTE 3 SHEET 1 3' 3/16' TAPCON MIN. !; SEPARATION EXTERIOR INTERIOR 3/16' TAPCON a SILL TO BE SET IN ' A BED OF APPROVED ' 3/16- TAPCON SST • CONCRETE/MASONRY MASONRY/ BY OTHERS NCRETE BYOTHERS 1 1/4' MIN. EMBEDMENT 2 7/8'• MIN. 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEQASONRY INSTALLATION 1/4' MAX, SHIM SPACE INTERIOR EXTERIOR OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 J JAMB INSTALLATION DETAIL CONCRET&MASONRY INSTALLATION NOTES: T. INTERIOR AND EXTERIOR FINISHES, BYOTFIERS• 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 430/440 XIX SGO 143" z 96" REINFORCED FRAME INSTALLATION DETAILS F.A. 08-00503 scAaa NTS °`c 02/23/09 —5 OF 9 L ROBEATO LOMAS P.E. 14W WOODFOAO RD LEWISVLLLE. XC 27077 4.7 -Gd 4W 1Canagkftruw,. SIGNED: 06/22!2017 G, eE6 cHSF9 P 5 A ; STAT E OF ; 0, AZOR1O;•': s/O NAL t? G\ Luis R. Lomas P.E. FL No.: 62514 av OCSCIOPIg11 DATE APPROVED. A ADDED CHARTS 03/06/12 R.L. 6 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLADONS 12/06/13 R.L, 0 REVISED INSTALLATION DETAILS 06/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. J JAMB INSTALLATION DETAIL CONCRET&MASONRY INSTALLATION NOTES: T. INTERIOR AND EXTERIOR FINISHES, BYOTFIERS• 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 430/440 XIX SGO 143" z 96" REINFORCED FRAME INSTALLATION DETAILS F.A. 08-00503 scAaa NTS °`c 02/23/09 —5 OF 9 L ROBEATO LOMAS P.E. 14W WOODFOAO RD LEWISVLLLE. XC 27077 4.7 -Gd 4W 1Canagkftruw,. SIGNED: 06/22!2017 G, eE6 cHSF9 P 5 A ; STAT E OF ; 0, A ZOR1O;•': s/O NALt? G\ Luis R. Lomas P.E. FL No.: 62514 10 FRAMING - Z 2X BUCK BY OTHERS 10 WOOD SCREW EXTERIOR M10 WOOD SCREW OD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN, T EDGE DISTANCE 1 3/8' MIN. EMBEDMENT 1/4- w. SHIM SPACE INTERIOR 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR2X SUCK WSTALLA77O N NOTES: 1. INTERIOR AND EXTERIOR FINISHES. 8Y OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETERANDJOWTSEALANT8YOTHERS TO8E OESIGNEO W ACCOROANCE WITH ASTM 62112 SILL TO BE SET IN A BED OF APPROVED SEALANT I 1 3/8' MIN. EMBEDMENT 1 3/8' MIN, EMBEDMENT T - 1/2" MIN. EDGE DISTANCE y10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. r SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" z 96" REINFORCED FLANGE INSTALLATION DETAILS OKQft ONG NO. F.A. 08-00503 W -'LE NTS D"'E 02/23/09 ISMUT6 OF 9 L R=RTO COMAS P E 1378 WOOOFORO RO LEWISKUL AC vow 43146S.0609 (axnA$64ixn00..mm SIGNED. 06/2212017 011%I11111o11 /',/ enlA ; STAT 5EOF plo.NAL I;e Luis R. Lomas P.E. FL No.: 62514 REWSPONS REV OCSCRPIION MTE PROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FMNCE INSTALLATIONS 12/06/13 R.L 0 REVISED INSTALLATION DETAILS 08/05/15 R.L E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK 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 OKQft ONG NO. F.A. 08-00503 W -'LE NTS D"'E 02/23/09 ISMUT6 OF 9 L R=RTO COMAS P E 1378 WOOOFORO RO LEWISKUL AC vow 43146S.0609 (axnA$64ixn00..mm SIGNED. 06/2212017 011%I11111o11 /',/ enlA ; STAT 5EOF plo.NAL I;e Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 110 SMS OR SELF GRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EOGE OISTANCE CA ItHIUH nv 1 cnrvn 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLA770N NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BYOTNERS4 NOT SHOWN FOR CLARITY. 2. PERIMETER ANO JOINT SEAUWT SY OTHERS TO BE DESIGNEOINACCORDANCE WITHASTM E2112 1/4' MAX, SHIM SPACE OR LUNG L TO BE SET IN BED OF PROVED SEALANT 1/— MIN. EDGE DISTANCE 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1 /4' MAX. r SHIM SPACE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLAT*N` SIGNED: 06/22/2017 AfMSIONS a1111'IIII,, 650 WEST GRATZ. MPAK17030REET av otscavlloh a*c NrrllowEv A ADDED CHARTS 03/06/12 R.L 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FL NCE INSTALLATIONS 12/06/13 R.I. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 1 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLAT*N` SIGNED: 06/22/2017 MI WINDOWS AND DOORS LLC a1111'IIII,, 650 WEST GRATZ. MPAK17030REET v GE SF9s ir• c 51SERIES430/440 XIX SGD 143" 1I REINFORCED:' ETAFLANGEINSTALLATIONDETAILSpTA7 Of ogArN: F.A. orc 1a. 08-00503s pMA; LEIV LUIS R. Lomas P.E. fl No,: 6251a sous NTS o`er 02/23/09 —7 OF 9 L ROBERTOLOWAS P.F. 14MK000F0RORCL>:wLSVX".No2>'ozI 4344"46" rtonuf®trbntor pv.00m 1 1/2- MIN. 1' MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY 03/06/12 BY OTHERS REVISED PER NEW TESTING a 1 1/4' MIN. a. EMBEDMENT RL REVISED INSTALLATION OETNLS 08/05/15 R.L OPTIONAL 1X BUCK 06/22/17 TO BE 143" 96" REINFORCEDoFLANGE PROPERLY SECURED M14AX. E NOTE 3 SHIM SPACE SHEET 1 rwunc oIw Ro. 3/16- TAPCON EXTERIOR 3/16" TAPCON --\ MASONRY/ CONCRETE BY OTHERS JLKAKAIIVN VERTICAL CROSS SECTION CONCRETE/MASONAY INSTALLATION INTERIOR 1 1/4' MIN. 1/4' MAX. EMBEDMENT SHIM SPACE 1 • MIN. EDGE DISTANCE ° MIN. SEPARATION v 3/16" TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS r 1 1/4' MIN. EMBEDMENT I' MIN. EDGE DISTANCE INTERIOR EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 a w"s 1. INTERIOR AND EXTERIOR KNISHES. BY OTHERS NOT SHOWN FOR CLARm otsclanlloa art .Av1IOKo ADDED CKARTS 03/06/12 R.L REVISED PER NEW TESTING 10/15/13 R.L. ADDED FIANCE INSTALLATIONS 12/06/13 RL REVISED INSTALLATION OETNLS 08/05/15 R.L REVISED INSTAUATION OETAILS 06/22/17 R.L. 101 J I -lEj a JAMB INSTALLATION DETAIL C0MCRETElAASONRY WSTALLATION NOTES: 1. INTERIOR AND EXTERIOR KNISHES. BY OTHERS NOT SHOWN FOR CLARm 2 PERIMETERANDJOWTSEALANT BY OTHERS TO BE DESIGNED WACCORDANCE MTN ASTM E2112 SIGNED: 06/2212017 MI WINDOWS DOORS LLC 650S, KWESTMARKET STREET GRATZ. PA 17030 v •pENs•y 15' SERIES 430/440 XIX SGO_ 1r•0'TATOP07 143" 96" REINFORCEDoFLANGEINSTALLATIONDETAILSp F" FlOR10 • ` rwunc oIw Ro. RLv 08-00503 E/%ssl0NA scat outNTS 02/23/09 8 OF 9 11 G``` Luis R. Lomas P.E. L R05ERTO LOWS P.E. 1478 W000AM R0LE1173v¢LE NC 77029 47.1680~ NortlesmWwrup.c FL No.: 62514 1 5/8' MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP ---— EXTERIOR ' PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYA;ONCRETE 1 1/2' MIN. I ' 1 EDGE DISTANCE NC46" 1 1/4' MIN. EMBEDMENT ADDED CHARTS 03/06/12 R.L 1X BUCK BY OTHERS, 10/15/13 iX BUCK TO BE PROPERLY SECURED ADDED FRANCE INSTALLATIONS 3/16" EXTERIOR ' PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYA;ONCRETE 1 1/2' MIN. I ' 1 EDGE DISTANCE NC46" oEsOftp 4w 047c APPRM ADDED CHARTS 03/06/12 R.L REVISED PER NEW TESTING 10/15/13 R.L. ADDED FRANCE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L. 1/2" MIN. METAL STRUCTURE EDGE DISTANCE BY OTHERS TRIM INTERIOR HOOK STRI=+P 010 SELF DRILLING I I I SCREW U PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8" MIN. EMBEDMENT NOTES: 1. INTERIOR AND EXTERIOR FINLSHES, BY OTNERS. NOOK STRIP NOTSHOWN FOR CLARITY. WOOD PERIMETER AND JOINT SEALANT BY OTHERS TO BE10 SCREW OESIGNEO IN ACCORDANCE WITH ASTM F2112 SIGNED: 06/22/2017 EXTERIOR PANEL INTERLOCK MI WINDOWS AND DOORS ILC 11"""'II, lk. LO HOOK STRIP INSTALLATION 650 WEST MARKET STREET GRATZPA17030 J SGEITIS* . v F2KSUCwWWDFRAMuvG SERIES 430/440 XIX SGID 0 1 *_ 143" z 96" REINFORCED HOOK INSTALLATION DETAILS y /k PO4F' o TAT OF 1u— ofurm owc no Lav % O F.A.o T[ 08-001503 E ili NAL1F#\` NTS 02/23/09 9 OF 9 L. R4t1ERTO LOM" P.E. 1472 KIDOOFCRO ROLEWISVILLE, NG 270n Luis R. Lomas P.E. FL NO.: 62514 Business & Professional Regulationc R Bcis Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats a Facts I Publications I FBC Stall I SCIS Site Map I Links I Search I FI rida Product Approval ra USER: r ` Public User 4 :. n11• tv.n Product Approval Menu > Product or Aopllwtion Search > Application Us[ > 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@Overheaddoorcom Authorized Signature Mark Garon Mark—Garon@Overheaddoor.com Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr. Pensacola, FL 32514 850)474-9490 Mark_Garon@Overheaddoor.com Quality Assurance Representative Address/Phone/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. 0 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 Eauiv WD2017-001112 Evaluation Report - FL 9174.PDF Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 01/02/2018 Date Pending FBC Approval 01/02/2018 Summary of Products FL # Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 lI 0228-318958-P8 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sloned.pdf Impact Resistant: Yes FL9174 R12 lI 324620 P16 Jamb Connection SUDD sioned.pdf Design Pressure: +26.90/-30.80 Verified By: Gordon Thomas FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0229-318959-159 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 lI 307494 Pll Track Supplement Chart sioned.odf Impact Resistant: No FL9174 R12 II 324620 P16 lamb Connection SUDD sioned.pdf 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 WD2017-001112 Evaluation Report - 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 11 0230-318960-P10 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 I1 307494 Pll Track Supplement Chart sioned.pdf Impact Resistant: Yes FL9174 R12 II 324620 P16 lamb Connection Supp sipned.pdf Design Pressure: +25.90/-28.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 RIZ AE WD2017-001112 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 lI 0231-318996-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart slpned.odf Impact Resistant: Yes FL9174 R12 II 324620 P16 Jamb Connection SUDD signed.pdf Design Pressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.5 5120 / 6100 / 9100 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0234-319022-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart sianed.Ddf FL9174 R12 lI 324620 P16 Jamb Connection SUDD sioned.DdFImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +43.20/-49.60 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0235-319023-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 If 307494 Pll Track Supplement Chart sioned.Ddf FL9174 R12 Il 319040 PI Post Istall Instructions slpned.DdfImpactResistant: Yes FL9174 R12 11 324620 P16 Jamb Connection SUDD sianed.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: FL9174 R12 II 324620 P16 Jamb Connection Supo sianed.odf Created by Independent Third Party: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Evaluation Reports Created by Independent Third Party: Yes FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Evaluation Reports Created by Independent Third Party: Yes FL9174 R12 AE WD2017-OOIRZ Evaluation Reoort - 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.Ddf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Supplement Chart sianed.Ddf FL9174 R12 II 324620 P16 Jamb Connection SUDD sianed.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-OO1112 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 H 0233-319000-116 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 PI1 Track Supplement Chart sioned.odf Impact Resistant: No FL9174 R12 II 324620 P16 Jamb Connection SUDD sioned.pdf Design Pressure: +18.50/-20.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0236-319024-P7 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart sioned.odf Impact Resistant: Yes FL9174 R12 1I 319040 Pl Post Istall Instructions sioned.odf Design Pressure: +30.00/-33.50 FL9174 R12 II 324620 P16 Jamb Connection SUDD sioned.Ddf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 If 0237-319025-P7 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf Impact Resistant: Yes FL9174 R12 II 319040 PI Post Istall Instructions sianed.pdf Design Pressure: +39.20/-43.70 FL9174 R12 II 324620 P16 Jamb Connection Supo sianed.odf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OOIRZ Evaluation Reoort - 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +26.90/-30.80 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door Is a replacement door. Installation Instructions FL9174 R12 11 0600-319026-P5 S.pdf FL9174 R12 11, 307494 P11 Track Supplement Chart sioned.Ddf FL9174 R12 11 324620 P16 Jamb Connection SUDD sipned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OOIRZ Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0601-319027-P5 S.Ddf Approved for use outside HVHZ: Yes Impact Resistant: Yes FL9174 1112 II 324620 P16 Jamb Connection SUDD sioned.pdf Design Pressure: +41.00/-46.30 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0602 1 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0602-319028-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sloned.Ddf Impact Resistant: No FL9174 R12 II 324620 P16 Jamb Connection SUDD sioned.pdf Design Pressure: +15.30/-17.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-OOIRZ Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.14 5120/5140/6100/9100/9400/9600 0603 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 It 0603-319029-P6 S.odf 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 SUDD sipned.pdf 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 WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.15 5120/5140/6100/9100/9400/9600 16' Max width. 8' Max height. Max section height 24" Glazing 0604 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0604-319030-P6 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart sioned.odf FL9174 R12 II 319040 Pl Post Istall Instructions sioned.DdfImpactResistant: Yes Design Pressure: +39.20/-43.70 FL9174 R12 II 324620 P16 lamb Connection Supp sipned.odf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 borne debris region unless protected or unless structure is Created by Independent Third Party: Yes designed as partially enclosed or door is a replacement Evaluation Reports door. FL9174 R12 AE WD2017-OOIRZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24". Glazing 0605 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0605-319031-P5 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sipned.pdf FL9174 R12 II 324620 P16 Jamb Connection Supp signed.DdfImpactResistant: No 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-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.17 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing 0606 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0606-319032-P7 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart sianed.odf FL9174 R12 lI 319040 PI Post Istall Instructions sloned.DdfImpactResistant: No FL9174 R12 II 324620 P16 Jamb Connection Supp sioned.odfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure is Created by Independent Third Party: Yes designed as partially enclosed or door is a replacement Evaluation Reports door. FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.18 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0609-319035-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.0f Impact Resistant: Yes FL9174 R12 11 319040 P1 Post Istall Instructions sianed.pdf Design Pressure: +39.20/-43.70 FL9174 R12 II 324620 P16 Jamb Connection SUDD sioned.odf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Back Ne:t Contact Us :: 2601 Blair Stone Road. Tallahassee R 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 -mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees Ikensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emal6 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: ted Credit Card Safe Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0608 -319034 -PS S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.adf FL9174 R12 11 324620 P16 Jamb Connection SUDD sioned.DdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0607-319033-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sianed,odf FL9174 R12 II 324620 P16 Jamb Connection SUDD sipned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. Back Ne:t Contact Us :: 2601 Blair Stone Road. Tallahassee R 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 -mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees Ikensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emal6 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: ted Credit Card Safe June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)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, 14 L,-:4 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 N• '• •TypAe'_'% No. 46718 wi-I it O ' STATE OF S%NA1 - 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 9605E. Evaluation Report, John E. Scates, P.E., dated June 10, 2011 Ill. 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 9174.6 Model# 9605 9605 9605 9605 9605 Door Size xH . 9' x 8'-9" 16' x 8'-9" 16' x 8'-9" 16' x 8'-9" 9' x 8'-9" Design Pressure 26.90/ 30.80 psf 15.30/ 17.00 psf 25.90/ 28.80 psf 30.00/ 33.50 psf 43.20/ 49.60 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 318958-P8 318959-P9 318960-P10 318996-136 319022-136 Impact Rating Yes No Yes Yes Yes Table 1A — Doors under Evaluation Table 1 B — Doors under Evaluation U..... No. 4678 (P J NATE OF ORION 2 %'S ONAL 0\0\ FL 9174.6 FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10 Model# 9605 9605 9605 9605 9605 Door Size 16'x 8' 18' x 8'-9" 18'x 8'-9" 18' x 8' 18' x 8' Design Pressure 39.20/ 43.70 sf 12.401 13.80 psf 18.50/ 20.70 Psf 30.00/ 33.50 psf 39.201 43.70 psf Backer T e 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 Yes No No Yes Yes Table 1 B — Doors under Evaluation U..... No. 4678 (P J NATE OF ORION 2 %'S ONAL 0\0\ Table 1C — Doors under Evaluation FL 9174.11 FL 9174.12 FL 9174.13 FL 9174.14 FL 9174.15 Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size xH 9'x10' 9'x10' 16'x10' 16'x10' 16'x8' Design Pressure 26.90/ 30.80 psf 41.001 46.30 psf 15.30/ 17.00 sf 23.00/ 25.00 psf 39.20/ 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319026-P5 319027-P5 319028-P6 319029-P6 319030-P6 ,. Impact Ratin No Yes No No Yes Q- Table 1C — Doors under Evaluation Table 1 D — Doors under Evaluation C. Conclusion Comparing the doors under evaluation against the Florida approved doors, I calculate that the doors and hardware under evaluation will be subjected to an equal or lower load and will perform equal or better than the approved doors. The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. I conclude that the construction shown comply with the structural requirements of the 50' Edition 2014) and 6t' Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2)1 am an independent licensed Professional Engineer in the State of Florida and; (3)1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. 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/ 30.001 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 Comparing the doors under evaluation against the Florida approved doors, I calculate that the doors and hardware under evaluation will be subjected to an equal or lower load and will perform equal or better than the approved doors. The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. I conclude that the construction shown comply with the structural requirements of the 50' Edition 2014) and 6t' Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2)1 am an independent licensed Professional Engineer in the State of Florida and; (3)1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. 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, 14 L,::4 Gordon Thomas, P.E. FL PE # 46718 1. KOON-IUPAOT RESISTANT GLAZING OPTION - .MO' MINIMUM SSB GLAZING IN UOLOEO FRAMES SCREWED 13 QA NONE ANOLETOGETHERWITHAMINIMOF (6) F601' SCREMS N0. Of 6RAC(EIS 61STALLLD IN TOP OR WW"DIATE SECTION ("IN OR LOCATION OF OF JAMS BRACKETS MEASURED FROM BOTTOM PJTHOUT OEO A.W4 INSERTS) MEETS UNIFORM STATIC 13 GA FLAG AHGIl' OESIGH PRESSURES S1OMN ON THIS ORAWIRG OLAZOIO OF TRACH (ALL DIMENSIONS !a 27 SMALL HAW- A MAXIMUM W 04T OF 1173' AND A 4 i MAXIMUM IFNOTH Of 10.75'. OAmIG 5 NOT 1LIPACT If GA MN NONE• RESISTANT AND DOE! NOT MEET THE REOWRfARHTS FOR TRACK WINO-6OIME OEen6 REGIONS 5/1fd-s 6'' 2. IMPACT RESSTANT GLAZM OPTION - IMPACT 0 wS RESISTANT GLAZING SYSTEM MAY BE INSTALLED " IOP MIN 3 AS OR INTERMEDIATE SECTION (VAIN OR WITHOUT DECORATIVE SHORN) IIISERI! GLAZING SHALL BE 1/4' UANROGN-AR 16 W WINTEOREQUALGLADIGSMALLHAVEA TRACKPOL UAMWM HEIGHT OF 1&21' AMC A MAXIUIN LENGTH OF SEE NOTE BELOW 50.06'. GLAZING 6 IMPACT RESISTANT AND GOES MEET THE REQUIREMENTS FOR WND-BONE OESMS REGIONS ln6Y+-5/B' LAO' SEE OErAL E ON SHEET 2 FOR ASSEMBLY DETAILS SCREW AT (ACK QAM SECTION REOUWES REINFORCEMENT BRACKETS JAMB GRACIW ATTACKED TO U -BAR ON UPPER INTEGRAL Im (SEE DETAIL O SHEET 2). 16 GA J -SIRUP SCREWED TO LOWER 1/4-204/16• TRACK DIIECRAL RIB Of SECTION AND OPERATOR SIRE TO BE BOLT ANON 4-21) NEEX FACTORY "STALLED. INSTALLER SHALL FIELD INSTALL (1) NUT AT EA JO JAMB le -140/6' SELF DRILLING ONPTI IE SCREW TO ATTACHSEES BRACKET LOCATION J -STRUT TO ME "TEORAL RN AND OPERATOR AT INE CEMERLWE O• THE DOOR PER OETAIL f ON SINCE, 2. 1 WHYL BIR WOOD DOOR STOP HALED A MAAMUM OF 6' D.C. #JUST OLEIIAP TOP AMC BOTH ENDS OF PANELS MINIMUM 7/16' TO MEET NEGATIVE PRESSURES. 4. KEY LOO(. AIDE LOOKS, OR OPERATOR REQUIRED. Hs GA snPFOEo 1 SECTION STALL BE CONSTRUCTED WITH FOAUOA IN JAMB BRACKETS PLACE POLYUREIHANE TOM NSULATON CHEMICALLY SEE =HELD= FOR OONOEO TO 30 W MMMUV FACER STEEL AND A INANITY, LOCATION. POLVLAMINAIE BACRR OR 32 GA STEEL BAOKEFL ENO AND TYPE CAP TO HAVE A 6 VMUU I.1' DEPTH. 0. THE DESIGN OF THE SIPPORTWO STRUCTURAL KEY LOCK OR SLK LOCK, ELEMENTS SHALL BE THE RESPONSIBILITY OF THE 60TH ENOS (NorPROFESSIONALOFRECORDFORTHESVILDINC00REQUIREDWITHOPERATORSIROCRMANDWACOOROAHCEVONCURRENTBUILDINGSLSEENOTE4),K OWES FOR ME UQADS OSTEO ON TMS DRAWING. I= SHOWN FOR 7. DOOR JAM* TO BE MINIMUM 246 STRUCTURAL CA" CLARITY TO JAMS CONNECTION FOR 9HOWLATTACHMENTTOSUPPORTINGJW= UREAIPPIENCNT SEE SHEEt 2 TOIL U -SM LOCATIONS L LOUVER OPTION - .040' UWAN LOUVERS N MOLOCD ON ODORS 14TH OTHER N OIES ANDSECTIOWINMFRAMESSCRVAE.O TOGETHER WTI AIRaIL14 OF (6) SEE NOTE= 1 AND 2 ONFEWSCREWSINSTALLEDOfTHEBOTTOMSECTION. 1105 RIEET FOR CIALNOLOUVERSARENOTIMPACTRESISTANTARC00NOTMEETOPTOM DESIGN PRESSURE I °.°0R I HoaaT I UNIFORM LOAD EACH JANE (PLO VL 1/1117111 JJ O.T:Py TEENSO r iiT N0. 77945 y 0,C'. STATE OF •. 110UNT "wt. am R PE 71145 V PC 11700 PRWC999WA DHONOU111 SUL PO6mC0 ONLY TOCAIK" OF SWOLOW c"TR HCIM OETNIX SEE u -BM NOTE ON SIREr 2 FOR U -LAR INSTALLATION W END CAP 9 1 EIM (S) CENTER HMO PER JOINT REQUIRED ON DOOR WIDTHS GREATER THAN 12'-0'. (3) CENTER HINGES PER JOINTREQUIREDONDOORWDTHSLESSDAN an EQUAL TO 17-0•. FOLLOWING ONERAON OW07ES SLGTTED JAMB BRACKET ATTACHED To TRACK WM 1/4-104/1f' TRACK SmT ASID NUT. FOHLOWIMC ON04SON DENOTES OMC( INSTALL 4AMB BRACKET IISTALLM IN SUTITRfLY SLOT. NO ADDITIONAL NAROWARE HI EO(D TO ATTACH TO RACK. 000115 dM NIGH UFT, ROOF RILL AND/OR GRATER MAN N IN HRONT REWIRE USE OF CONTINUOUS WALL ANGLE SEE SUPKIDAENT TRACK CHART MR OCTAL& Wayne STATIC PRESSURE RATINGS APPROVED SIZES sc DESIGN PSF : +2180%20.60 MA% HUGH; 16'-0 Dalton. IMPACTPlFk 30.6! / NO): LIAK SECTIO: B' HT. oR GARAGE 0 0 0 R S E RATED (YES/NO): : >Fs MAx SECTION xElcnr. 21' l ( MODELS 5120/9100/9605 DIVISION OF OVWFAD DOOR oNslLsAGGIalA FLORITSON DAiil14 WINOLOAO SPECIFICATION OPTION COOS 0230 850) 47 UPDATED TITLE 6/36/10 ORATING PART N0. I REV. 318960 P10 JAMB BRACKET SCHEDULEdMTUWKHOOKN0. Of 6RAC(EIS TRACK LOCATION OF OF JAMS BRACKETS MEASURED FROM BOTTOM EIGHT ONS (GAM JA1Qi 11PE OF TRACH (ALL DIMENSIONS !a 27 F-0 4 i O JS 1 0, J6 34 8 43-t 4 o• 4 6 FAT JO), 10' ,R 21-, 4 JB . Zr-0 1 JB 41 JB e7-1 4 JB o s 6 a re u a Je 3. Je •7-1 • a , Sf Je e4- a , n a 0• S B FAT JB 10 JB 21-3/4- JB. 29-314- (Ah 46 Js 57.1/47 tJEISO-JO 731-1 R 6-HY UFr HTO/ SEE NOTE BELOW 9 1 EIM (S) CENTER HMO PER JOINT REQUIRED ON DOOR WIDTHS GREATER THAN 12'-0'. (3) CENTER HINGES PER JOINTREQUIREDONDOORWDTHSLESSDAN an EQUAL TO 17-0•. FOLLOWING ONERAON OW07ES SLGTTED JAMB BRACKET ATTACHED To TRACK WM 1/4-104/1f' TRACK SmT ASID NUT. FOHLOWIMC ON04SON DENOTES OMC( INSTALL 4AMB BRACKET IISTALLM IN SUTITRfLY SLOT. NO ADDITIONAL NAROWARE HI EO(D TO ATTACH TO RACK. 000115 dM NIGH UFT, ROOF RILL AND/OR GRATER MAN N IN HRONT REWIRE USE OF CONTINUOUS WALL ANGLE SEE SUPKIDAENT TRACK CHART MR OCTAL& Wayne STATIC PRESSURE RATINGS APPROVED SIZES sc DESIGN PSF : +2180%20.60 MA% HUGH; 16'-0 Dalton. IMPACTPlFk 30.6! / NO): LIAK SECTIO: B' HT. oR GARAGE 0 0 0 R S E RATED (YES/NO): : >Fs MAx SECTION xElcnr. 21' l ( MODELS 5120/9100/9605 DIVISION OF OVWFAD DOOR oNslLsAGGIalA FLORITSON DAiil14 WINOLOAO SPECIFICATION OPTION COOS 0230 850) 47 UPDATED TITLE 6/36/10 ORATING PART N0. I REV. 318960 P10 13 W AOJJSRAYE TOP RAC[ V -BAR OVER OMMAL Ate 13 W ADJUSTABLE FIXTURE ATTACKED TO nM ME (0) PRE-WM04CD TOP n Ttm PRE -PUNCHED NOES - • HOLES EACK ENO FACING UPWARD M BOTTOM OF V-8AR AMO ATTACH MRU 010 CAP AT 0,01 (2) 1/4-143/0' EACH CNO 0,714 (3) 1/h140/B' C IPRTE srnEW/s SELF DA6UN0 UPTITE SCREW5 FOR STANDARD TRACK AND (3) 1/.-Nd/6' SE1F ORLIDIC amNPTTE SGRLM FOR LOW HEADROOM IRAC% (2 OF 10001 .. ARE VSED ro ATTACKED THE TOP DETAIL A !RACKET AS 910NN1• IOW HEADROOM TRACK DETAIL A 13 CA RO ARRDE ATTACKEO TO USED ONLY ON IMPACT PRE-PU"CHED MOLES M TOP OF U -BAR CE U -BAR OVER INIEWAL WB w18 GLA2W SECTION - 11 NM (3) 1/.-143C7mPn7E 5d1E1G. THE (e) PRE-WJKHED HOLES EACH END W AENFOACEMENT USE 0 HOLE IN RIDE 70 EJISIRE FAONG INWARD ARID ATTACH mw END 6RACKET ATTACN D PROPER AURMENT OF ROLLERS CAP AT EACH ENO VAM 1 1/.-147/0' 0,M SELF ORRUNO CRLDTITE CtCMS SOi 010UMC 9 IS CA MINCE ATTAAMW n'r o UMBAR PLACED OVER TOP CDMPITIE SCREW (2 0 HWM (4) 1/4-14.3/!' R0 CK ilk BOTTOM SCCTMN SMALL 004Y THROUGH 60TH 1 CFUW?ITE SCREWS (2 or BE ATTACHED MRU COO CAP AT EACH BRACKET AND U -GAR) Wwul ARE FACTORY ENO wTM (I 1 4-147/X SELF OINULNO AHrn1 1 gUYPT7E SEAEYI LOGiW ?!YE DETAIL G Nf1TF• DUE ro QEARANCES REOIAREO ro 2' NEON STOtNNCARO USTALL ALL u eA ME ALL E III; RCLIER 0,M WBALLE ALL SECTIO 941. T4-1/J' SIELt INSTALLED ON SECTIONS ARBOR TO DETAIL 9 INSTALLING ROVER SUMANO TOP FnnNa[ ON ME u -BARS. SEE ATTACK16WHINGEATTACHED VATN (5) 1/4-20+4/8' 2 OF INT(GRA AOt/Ep 0,18 (2) 1/4-20b//6 rPW9—FUMCMCD CDNPnTE SCREWS WHOCK ARE FACTORY CIOIIPTITE 5131EV4 TNRVNOESAT ATTACHED. 3 OF MOT EACH INIMEDIAIE MINCE ARE F= INSTALLED INTO lOCA1HON (1 MOI FIANCE TOP LEAF. AID 1 OF Y U -BAR AAIB IM ROYCHICKISIMIDINSTA(LL9 ONCE LEAF AND 1 THRUTOMNEE-RRICIED NOTE WEB OF U-6AR ANDINU DETAIL INTEGRAL 189 OF S(CToN) C 12 OA BOTTOM BRACKET REVISIONS FACTORY ATTACHED VAIN o PLACE U-SAR OVER PREORAL RO wTH31414. NOTCH OCIN TOCLEAR BOTTOMSCRKBRACKETANDATTACH18RUEND CAP SHOWN AT EACH Om WM 1/4-147/0• TI) SELF ORLL040 rHmIP TE SCREW AS FOR ENACT RESISTANCE, 1) 1/4-14 7/Y mrTHEUOMWBRACKETMUSTBE SC MD ro MC BOTTOM • • WACWUn SCREW ACROSS BOTTOM Of THE BOTTOM U -•BAR AT U -BAR WIN EACH PRE-PUNCIEO K= AT EVERY 2) N g:Z Smv,s DETAIL D MNOE LOCATIOEI USE (1 1/1-2014/0' SSE IMPACT BOTTOM BRACKET CINMPnTE SCREW AT OCHER PRE-PUNCEO ROLE LOCATIONS DETAIL THIS SHEET. ORT 6/6/07 E JKq ya ' TceNs' P No. 77015 pQ•.- STATE OF .•!(H: ss/QNA4 ??. N11111111(,, 11.4M 1 RRINM R 17M 77PT WAGN IYMRNTCCIOEPC77MRRIIrYb FIMNC5904I mmcm 6 RAL NOVOD CLT IM WxprArw OF p0.w6 C"amcmK a.rAu 1 1/1'T4A7 7 UNE . OROOR TIIXU TC 4-31XUT k OPERAIOR BRACKET. UON IMPACTEL a D OLANEO SECRCISSEE NOTE ATTACK BOTTOM BRACIE7 REVISIONS TO 00RW V -OAR wM (2) • P4 CNAM4ES TO GENERAL1/.-147/6' sEIF oAwNO rOIWAT AND CHANGED ONYPfltt SCREW U—GAR FASTENER TYPE SHOWN AT ENO CAPS AND eOTmM RETAINER. SECTION DOORS CMANCTD CENTER NONCE 1 (5) T. 16 CA. CAUCE AND AOOED LOUVER OPTION. CHANGED STRUT IMPACT BOTTOM RRACKET DENTnCAnO" ME18OO FROM COLORED PAINT TO 4 MM STAINLESS IN STAINLESS BALED RUBBER WASHERS 3-1/2' 0.G MAX [ SS04000CSMUCTURAL SECTION DOORS FASNE"M ANO CEN0,M (bN 3'. /6 W. 16N0.S REQUIRED TOBOICUU-BAILS NARROWER DOOR %C IEGRLOCARAAL es AS MRB 5/10/06 SHOWN PS ADDEO IMPACT RESISTANCE TO 0001 SECTION DOORS ADDED MOM 6100. 1 (5) T. 16 CA. MODIFIED NOTE 0 TO KSI U-6AAS r STATE THAT LOUVER: ATEO OVER ARE NOT IMPACT YAAL RAS AS RESISTANT. 1N --,_ ORT 6/6/07 1. ALL U -BARS SMALL BE PLACED OVER INTEGRAL RDS AND ATTACHED TIgN PRE -PUNCHED HOLES WITH (2) 114-144X CBIIP11m SCREWS AT LAM INTERMEDIATE IRNOE IOCATIO". (2) 1/4-141?,W SELF DRILLING CRIMPITE SCREWS AT EACH 640 CAP (EXCEPT BOM U -BARS ON BOTTOM SECTION - SEE DETAIL, B AND 0 MS 9MEEY). (2) 1/4-14.3/6' CAINPTIIE 57CIEW4 MNHOX61A1CLY MOWAY BEIWEM ENO OF DOOR AND MILAMEDIATE MINCE LOCATION. AND (1) 3/4-1414/6' COMPnIE SCREW APPROXIMATELY e' FROM EACH END. FOR DOOR YKOMS GREATER TNA" It -O'. THERE SNAIL BE A TOTAL OF (20) SCREWS ATTAC MC EACH U -BM EXCEPT 8018 U -BARES ON 601I0M SECTION SHALL NAVE A TOTAL ON (10) SCREWS EACH FOR BOOR IMDIN$ IGSS nHAa OR EQUAL To THUM SMALL SC A TOTAL OF (16) SCREWS ATTAOINC EACH U-6Ait CXCEPT BOTH U -BARS ON BOTTOM SECTION STRUCTURAL DECORATIVE SMALL HAVE A TOTAL OF (Iy SMM EAC. L WIDOW TRW 2. 6LM THE CxcEPnoR Or THE (0) PRE-wHaED NOTES a THE TOP OF EACH ENO USED FON ATTACHMENT OF ME ROVER POLYCARBONAIE SUOES AND THE (6) PRE -PUNCHED HOLES M THE BOTTOM W EACH C O USED FOR ME ATTACHMENT OF ME TOP FIXTURE AND UK6i'S3 NOTED OMERwSE ON THIS SPE I ICATON OKAYING. ALL PRE-NNICEO HOLD W ALL U-SARS SHALL BE ATTACHED TO THE DOOR VM 1/4-145/er CRPIPnrE SCREWS 3. 10 CA 11 -BARS SNAIL se STA"PEO '46' APPROXIMATELY W FROM EACH END MWI Srcmt 1 i 1 Wayne Dalton_ sT /•' GARAGE DOORS OECWAVVC ER YMDOW TRW - OWSION OF OVERHEAD 0001 OO JIM ADOtSOH ORIVEDETAILPEISA00A. FLORIDA 32314 NR901 47 -SUB 4/17/00 DOW IMPACT TrANT OLAZINC. D TEXAS U". KIT TO TITLE IS& ILEO LOUVER NOTE. EASED MAX NIGHT 7/13/0! UPDATED TITLE BLOCK f 0/26/10 MODELS 5120/9100/9605 1 SHEET 2 OF 2 ORA%MG PART N0. I REV. 1MNOLOAD SPECIFICATION OPTION CODE 0230 318960 P10 14" MAX 12" MAX 12" MAX 1 I 12" I12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. OWAYM; A KKpM ' PC o» coulm ROAD 160 MOUNT OW H1, PC 77/45 TX n 117055 PROFESSIONAL ENIHEER`S SEAL PROvOEI) O•LY FOR vfANCATION Of WVLOAD CKMSTRUCTION OETAOS PLATE LOCATION HEDULE CLIP DETAIL CUP LOCATIONS SEE SCHEDULE TRACK 13 GA MIh CONTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/4" X 7/16 SEMI TUBULAR RIVITS—r 11 GA MIN CLIP SEE SCHEDULE— Id 13 GA MIN CONTINUOUS WALL ANGLE 111111ffrf/// 40 No.77945 0 * *_ n • STATE .'• CHF 4_2 ONAL la jumlinglemil kCK 1/4"-20 TRACK CARRIAGE BOLT H 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 WID9'-0" MAX PSF 46.0 PSF/-52.0 PSF 16'-0" 46.0 PSF/-52.0 PSF 18'-0" 46.0 PSF/-52.0 PSF TRACK SUPPLEMENT CHART REVISIONS Tizar— CK-CUPS-TEXAS A. ANGLE 12 FOOT ATED 6/11/03 UPDATED FORMAT. REASED ALLOWABLE SSVRES TO 1.00/-52.00 PSF FOR DOOR TROTHS. LIKED 'TEXAS WALL TO 'CONnMIDUS 1 ANGLE. ADDED ISTRATE MOUNTING AIL. CHANGED TO N NO ANCHORS 4/2/07 1 6024 WITH OVERLAY TRACK CLIP EDULE. 8/21/07 UPDATED MODELS SED 1N CHARTS, IATEO SPLICE & CUP IEDULES. 9/06/07 CLIP (REPLACED ACROSS THE 10+/11/08 EXPANDED 1-1/2' TO 8' DOOR THICKNESS AT UP TO 14' HIGH. 12/11/08 UPDATED TITLE CK 6/2/10 UPOATED TITLE CK. REMOVED CHART. 11/15/13 UPDATED TITLE 5/17 DATE NAME WDOn DRAWN 1 8/21/07 GRT A Q ®®®R v CHECKED 8/21/07 MRS SHEET 1 OF 2 3395 ADDISON DRIVE DRAVANG PART N0. I REV. ENSACOLA. FLORIDA 32514 307494 P11850) 474-9890 2 3/4" ±1" EDGE DIST E60XX MIN. 8 2-24 71/8V2-24 MIN 3/16" THICK STEEL FOR MOUNTIN 5/16" x 1-5/8" WALL ANGLE LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO.2 TRACK 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 F'- WITH MIN. (1) 1/4-20x7/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDIN( 3/8" SIMPSON TITEN HO, 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 M'AW( 4 KORA9L PE 4576 COUNTY ROAD 160 MOUNT MOPL DMO R PE 771145 11 PE 117979 PRaMSSaNAL ENOIXW'S SLA PRONDEO ONLY FOR VEWnCATION 01' R6IDLOA0 CONSTRUCTION DETAIIS 11(tirrriii NE J Ko,Q'% SNo. 77985 STATE OF0<%".*- S ORIOP .•'G rpNAL EN`• 1111111'' Wayne Dalton. 7 GARAGE OOORS 3395 ADDISON DRIVE PE" S°; A;;-9890J2S1TRACKSUPPLEMENTCHART 12 UPDATED FORMAL REASED ALLOWABLE SSURES TO 1.00%32.00 PSF FOR DOOR WIDTHS WGEO 'TEXAS WALL LEI TO •OONTINUOUS L ANGLE. ADDED ISTRATE MOUNTING AIL. CHANGED TO JH HO ANCHORS 4/2/07 CHANGED FOIUAAT. IED MODELS 9800 1 6024 WITH OVERLAY TRACK CLAP IEOULE. 8/21/07 CLIP 9/06/07 LIPOATE MOUNTING AIL DRAW!"CS 10/05/07 UPDATED CHARTS TO DNATE THE USE OF 44 ACROSSPTHE ° UPDATED STEEL 7N7INGDETAIL 1 04/11/06 EXPANDED 1-1/2' TO I/6• DOOR THICKNESS IRT UP TO 14' RICH. 12/11/08 6/2/10 UPDATED TITLE x. REMOVED CHART. 11/15/13 UPDATED TITHE x. 6/15/17 SHEET 2 OF 2 ORAWNG PART NO. I REV. 307494 P11 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 8.50) 474-9890 II(1101/1 SNE J•Ko, P.•• ,cENSF ..cA NO. 77945 =_ STATE OF • s . 'cZORION G`- S'ONAL OWAW{ A KOM M. PE 4374 COUNTY ROM 140 MOUNT HwL oma i< PC 77343 T2 PC 117MB PROIESSONAL ENOINDDYS SEAL PROvID0 CKY FOR VDO7CAMOM Of WINDWAO CONSNWCTON OETAR3. SEE DETAILS 1. 2. AND 3 REOUIRED OR VERTICAL POST REINFORCING1SYSTEMS 6• MAIL MAXUUM SPACING 6• MAX MINIMUM 2r6 /3 % HEADER LOCK SOUS PWE B71ACKET LUMa• a• 2) 3/B' S6+PSON TREN NO SCREW ANCHOR WITH A 1 1/4- WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4• AND A MINIMUM EDGE DISTANCE OF 2-3/4'. DETAIL I WNIMUN 2500P9 CONCRf'IT NOTE: MA10WM DESIGN LOAD CAPACITY OF 2085 LBS DOOR MINIMUM 2x6 //3 HEADER LOCKSOUTNETwPYLE WMBER. C 4'r.%ACKET s• 4) 3/8• SIMPSON TITEN NO SCREW ANCHOR WITH A 1-1/4' WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 4'. QETAfL2 M610.1UM x(100 PSI GROUT ill lf71 f]I NOTE' MAXIMUM DESIGN LOAD CAPACITY OF 2400 LBS. MINIMUM 2x8 $3Q HEADER LOCKSOUTHERNPINEIBRACKET 1-1/2- J ` 1-1/2- 4) 3/6' VIA. LAO SCREWS WON 1-1/4- D.C. WASHERS. LAO SMALL HAVE A MINIMUM PENETRATION OF 1-9/32• INTO THE MAIN SUPPORT MEMBER. DETAILS MA10MUM SIGN LOAD CAPACITY Of 2430 LBS SHEET I OF 2 lcurevirn JAMB CONNECTION SUPPLEMENT P17 UPDATED 717LE BLOCK ESC 6/15/17 DRAWING PART NO. I REV. 324620 IP16 Wayne Dalton. GARAGE DOORS 3395 ADDISON OWE PENSACOLA. FLORIDA 32514 850) 474-9890 OWAYNE 1 Kphl91, PE U76 COUNTY ROAD I/O MOW T HOPE. OHIO R PE 77145 TIC 1E 117956 PROFESSIONAL EHGNEER'S SELL PROVmEO O11LY FOR VIMnCATIOM OF WADLOAO CONSTRUCTION DETAILS MIN 2500 PSI CONCRETE lIMM NO ALLOWABLE FASTENER LOADMAY EXCEED THE DESIGN LOAD OF THE STRUCTURE DESIGN 23 s' OF SUPPORTING STRUCTURE SMALL NO1 EOCE GISTBeTHESOLE RESPONSITE THE PROFESSIONAL OF FOR THE STRUCTURE 3/6' SIMPSON ATEN N0. 2-3/P U04 EMBED. MIN 6' BETWEEN JAMB BRACKET LOCATION JAMB BRACKET 1/4-208/16' TRACK BOLT AND 1/4-20 HEX N TRACK QIRFCT CON RFTF MQIIMMN@ OFT11L 4 . No77945 i[ Lij STATE Or - Z. SIONAL.. REVISIONS Piz UPDATED TITLE BLOCK Esc s/,s/17 i MIN 2 A 4 SPF (0.0.42) OR BETTER WALL SND HM MAX ALLOWABLE FASTENER LOAD MAY EKCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPOHSIBIUTY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE EXTERIORSHEATHIA 5/16• LAC SCREW WITH 1-9/3(2' EMBED W CENTER OF JAMBSTUD BRACKET LOCAFOR CHTION JAMB BRACKET 1/4 -2019/16 - TRACK BOLT AND 1/4-20 HEX N TRACK IRF1:T Y11TM Mn11N71Nf- [IFT111 MAX 420 LRS PER t Ar FASTENER SHEET 2 OF 2 ICHECKED1 GRAINING PART N0. REV. JAMB CONNECTION SUPPLEMENT 324620 P16 e 1/2/M18 Florida Building Code Online yr •; jl,. o o r o ., , .• 7'2% • — _ Jw *' V SCIS Home Log In User Registration Hot Topics Submit Surcharge I Stats & Facts Publications FBC Staff SCIS Site Map Links Sear bpr Product ApprovalAUSER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL19715-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, N) 08902 651) 264-4178 Nicholas. Kopp@andersencorp.com Authorized Signature Nicholas Kopp Nicholas. Kopp@andersencorp.com Technical Representative )on Berrian Address/Phone/Email One Silverline Drive North Brunswick, N) 08902 732)435-1000 jonberrian@slbp.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE -73778 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 12/31/2019 Validated By Locke Bowden i Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 ASTM E330 TAS 201 TAS 202 TAS 203 L - 1 Sections from the Code hftps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzkl hGufBV5nRNMfolDM5dhG310CYhzgZSGol vg%3d%3d Year 2011 2008 2005 2012 2002 1994 1994 1994 1/2 1/2/2018 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 FL # Model, Number or Name Description 19715.1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL19715 R3 II SWD002 SS 2017-06-15.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4875 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD012 SS 2017-06-14.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4807 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.3 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD010 SS 2017-06-14.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4805 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.4 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWDO11 SS 2017-06-14.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4806 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes a^ackI =,, The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wls supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a Iicen: under Chapter 455, F.S., please click berg_. Product Approval Accepts: M ®PN dhx 0 Credit Card Safe https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtvA%2bxrnzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 212 ONE (1) INSTALLATION ANCHOR IS REQUIREDAT EACH ANCHOR LOCATION SHOWN. THE NUMBER Of INSTALLATION ANCHORS DEPICTED 6 THE MINIMUM NUMBER OF AN04M TO BE USED FOR PRODUCT INSTALLATION OF THE 6 MAXIMUM $RE USTEO. 1 S1. INSTALL INOMDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF 21/2 1 INCH THE DEPICTED LOCATION 6 SPACING IN THE ANCHOR LAYOUT DETAILS LE„ WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHORTO THE NEXT, 1. SHIM AS REQUIRED AT EACH INSTALLATION AN04OR WITH LOAD SCARING SHIM(S). MAXIMUM ALLOWABLE $HIM STACK TO BE 3/3 INCH. SKIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SMUN(S) SMALL BE CONSTRUCTED r OF HIGH DENSITY PLASTIC OR BETTER. S. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 113 W000 S01EWS OR 11 GAUGE ROOFING NAILS OR 10d COMMON MAILSOF3-UT INT LENGTH TOACHIEVE 1.1/21NCH MINIMUM EMBEDMENT INTO WO00 i SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3/3• EOGE DISTANCE. R FIN INSTALLATION: FORINSTALLATION INTO METAL STUDUSE 63 SELF -TAPPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE AMINIMUM OF 3 3EYONO METAL WALL INSTALLATION SMALL MAINTAIN i.( MIN. 3/3• EDGE DISTANCE. 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WO00 FRAMING USE110WOOOSMMOFSUFFIOENTLENO7HTOACHIEVE I•I/2WU4 11 MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 1. THROUGH FRAME INSTALLATION: FORINSTALLATION TMROUGN LX3UOLTO f CONCRETE/M/30NRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3116 INCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/4 IN04 i MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN.13/4- EDGE 1 OLSTANCE. THROUGH FUME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 010 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF MREAM PENETUIION BEYOND METAL WALL• j10. MINIMUM EMBEOMEMFINISHES, AMO EDGE DISTANCE EXCLUDE WAIL INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING. 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST SE MADE OF CORROSION RESISTANT MATERIAL OR HAVE ACORROSION RESISTANT 1 COATING. SILVER LINE BUILDING PRODUCTS SERIES 2900/4900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES. 1. THE PRO9UCT SHOWN NEREW 150ESGNEO AND MANUFACTURED TO COMPLY WITHTME 6TH EDITION FLORIDA BUILDING CODE (FSCI, EXCLUDING HVMZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING; AAMA/WOMA/CSA 101/IS.2/A44043/Il 7. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASOMRY, ZX FRAMING• AND METAL FUMING ASA MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND ZX BUCKS (WHEN USED) SMALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO $MEET 6FOR FURTHER DETAJLS OF BUCK INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF STE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM TME REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SWILL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON•NVHZ AREAS, IN MVMZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIA 144)ADE PER OR AMI. S. APPROVED IMPACT PROTECTIVE SYSTEM KREQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPAR RESISTANCE. 6. WINDOW FRAME MATERIAL- PVC 12. FOR HOLLOW BLOOCAND GROUT FILLED BLOCK. 00NOT INSTALL 7. INACCOROANCEWITH THE6TH COITION FBI- WOOD T5IIINSTALLATIONANCHORSINTOMORTAR10IN. EDGE DISTANCE IS MEASURED COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED FROM FACE EDGE Of BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF OR SHALL BE OF ADURABLE SPECIES A$ DEFINED IN 1 BLOCK. CHAPTER 23. INSTALLATION ANCHORS SHALL BE INSTALLED W ACCORDANCE WITH ANCHOR B. GLASS MEETS THE REQUIREMENTS OF AAM E130013. 1 MANUFACTURER*$ INSTALLATION INSTRUCTIONS, ANDANCHORS SMALL NOT BE GLA5501ARTS. SEE SHEfTGfOR CALMING DETAILS. USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH VERTICAL 6 HORIZONTAL SECTIONS MOM" FRAME) SPEOFIED BYTHE ANCHOR MANUFACTURER HORIZONTAL SECTIONS, BUCK INSTALLATION, 6 GLAZING OETATI. i14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD• MINIMUM SPECIFIC GRAVITY OF 0.55. S. CONCRETE -MINIMUMCOMPRESSIVE STRENGTH OFMWPSL rr C GROUT-FILLEOCMLL UNIT STRENGTH CONFORMS 10 ASTM C40WITH I•{ MINIMUM COMPRESSIVE STRENGTH OF 2000 PS ANO GROUT CONFORMS ILII TO ASTM CA76, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000PSL It O. HOLLOW BLOCK CMU- UNIT STRENGTH CONFORMS TO ASTM C-90WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSL E STEEL - MINIMUM YIELD STRENGTH Of 33 KSI. MINIMUM WALL THICKNESS OF 47.6 MR (0.0673' or IS GAUGE). MIN, 1/Z' EDGE DISTANCE. I F ALUMINUM •NUNIMUM ALLOY W63 -TS. MINIMUM WALL THICKNESS OF 1/16'. MIN. 1/2' EDGE DISTANCE. I MAX OVERALL SII:E WIDTHMEw- TABLE OF CONTENTS SHEET REVISION SHEET DESORPTION 1 INSTALLATION 6GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL 6HORIZONTAL SECTIONS (NAA FEN S VERTICAL 6 HORIZONTAL SECTIONS MOM" FRAME) 6 HORIZONTAL SECTIONS, BUCK INSTALLATION, 6 GLAZING OETATI. MAX OVERALL SII:E WIDTHMEw- CONFIG. DESIGN PRESSURE MISSILE IMPACTRATING 36' 34• O/X 35 / -35 PSP NON IMPACT 31' 66• O/X 50 / -50 PSF NON IMPACT 3/• 74• 0/X 50 / -50 PSF NON IMPACT 31' 7T 0/x 35 / •35 PSF NON IMPACT 6r O/X 50 / -50PSF NON IMPACT 43' 7r 0/X 35 / -35 PSF NON IMPACT 41• 14• O/X 20 / -20 PSP NON IMPACT 5r 72' O/x 25 / •25 P5F NON IMPACT 36• 13.75' CIA (ORIEL) 75 / •75 P5F NON IMPACT 41• 96' O/X (ORM) 20 / -20 PSF NON IMPACT 72' 6r O/X-0/X 35 / -35 PSF NON IMPACT 7r 34• O/X-0/X 35 / -35 5F NON EMPACr 76• 6r O/X-O/X 50 / •50 PSF NON IMPACT 76' 72' OA-O/X 50 / •50 SF NON IMPACT 76' r7• O/X•O/X 25 / -25 P5F NON IMPACT 10• 74• O/X-O/X 35 / -35 PSF NON IMPACT 96' 74' O/x•O/X 30 / -30 PSF NON IMPACT 101' 6r 0/X•O/X-0/X 50 / •50PSF NON IMPACT Hoe• 72• O/X-O/x-0/X 50 / -5o PSF NON IMPACT 103' 7 Bs' O/X-O/X-O/X 25 / -25 SF NON IMPACT Oonly 4"016'WMwl F. Nwwo. P.E. R4"t4A 14"14ppm"vIIIb Gow" " FL#: F119715OYA:2017.015,15 16:11A14400 Silverl.inefhAndersen Ku 41N••44 t 01E S(LKKTHE aTYE tl"TH 4tMMSWICK W Now Nt LT.71 us•Noo f//11111\\T\I a j Tco N m Z J Nr O O V SWDQ02 AEET: 1 OF 6 r Q dy V1F ^ w r W„j 11ayy yov C S NZ tY Zm Q 40z O° Jz S y O+ OO2 ka-* a W a d y f//11111\\T\I a j Tco N m Z J Nr O O V SWDQ02 AEET: 1 OF 6 MAX HEW MAX FRAME MOTH 4a' F< 8 E 1 F S C'0' 1 FRAME ElmI IT 96' ELEVATION SINGLE HUNG MRWOOW MAX FRAME WIDTH%• 6 E s S f 5 C 4 MAX FRAME HEIGHT 74' f S C 4 S ELEVATION TWIN SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS ARCH TOP CONNGURATIONS FOR ALL 2901-4901 RATINGS. SINGLE UNIT CONFIGURATIONS QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 2902.4902 RATINGS, TWW UNRCONNGURATIM MAX M HEIGHT MAX FRAN HEIGHT S4 MAX FRAME WIDTH 48' ELEVATION SINGLE HUNG ORIEL WINDOW MAX. FRAME WIDTH 108' ----I TRIPLE SINGLE HUNG WINDOW rSilverUne rlrldeFxn I.ee.re. ecce• O.fNORTH eemoVIP3 K NNNJ omwIC[ WI4not Nt (r=4)5.WW Z m3 z ac Z j < m N J wZ3 C50 Jh WG FIS Le r to m Vf m W14 p J = I V Z C, p V h DWG #: 5WD002 SHEET: 2 OF 6 M19; ElmI f S C 4 S ELEVATION TWIN SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS ARCH TOP CONNGURATIONS FOR ALL 2901-4901 RATINGS. SINGLE UNIT CONFIGURATIONS QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 2902.4902 RATINGS, TWW UNRCONNGURATIM MAX M HEIGHT MAX FRAN HEIGHT S4 MAX FRAME WIDTH 48' ELEVATION SINGLE HUNG ORIEL WINDOW MAX. FRAME WIDTH 108' ----I TRIPLE SINGLE HUNG WINDOW rSilverUne rlrldeFxn I.ee.re. ecce• O.fNORTH eemoVIP3 K NNNJ omwIC[ WI4not Nt (r=4)5.WW Z m3 z ac Z j < m N J wZ3 C50 Jh WG FIS Le r to m Vf m W14 p J = I V Z C, p V h DWG #: 5WD002 SHEET: 2 OF 6 2'MAX. S FROM CORNERS 11' MAX O.C. 11 MAX. O.C. 2• MAX FROM CORNERSL 4ALLGE MO- IWDr fORfF TKA0.,wI..0 Ua.• oc TIQw., 7.IY,.I SQL ANCHOR LAYOUT Nat AIN - SINGLE HUNG WINDOW 2' MAX --{ 4 1/2• MAX CORS I r O.C. 4 L/T A OC 2' MAX. FROM CORNERS W MAX FROM 20' M.AX CORNERS I O.C. .C. 6• MAX Rom CORNERS 20' MAX. OC. L W MAX FROM coROM L ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINDOW 4 V2' MAX. 1 O.C. ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINOOW 12 3 MAX O.C.O. 6' MAX 1 FROM J CORNERS 1' MAX FROM6' MAX CORNERS - O.C. MAK FROM CORNERS 6' MAX FROM CORNERS minim" Emil SilverLine W MAX FROM 20' M.AX CORNERS I O.C. .C. 6• MAX Rom CORNERS 20' MAX. OC. L W MAX FROM coROM L ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINDOW 4 V2' MAX. 1 O.C. ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINOOW 12 3 MAX O.C.O. 6' MAX 1 FROM J CORNERS 1' MAX FROM6' MAX CORNERS - O.C. MAK FROM CORNERS 6' MAX FROM CORNERS minim" SilverLine I I- 161/2• MAX O.C. 1 6- MAX. P/N 50-2995-2 FROM SEE SHEET 5 FOR DETAAS CORNERS ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW 4 6' MAX O.C. ANCHOR LAYOUT Nal FIN - TRIPLE SINGLE HUNG WINDOW 12• MAX. O.C. P/N 50.2995.2 SEE SHEET5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW N; 7j771111111` R 1 M N aTD .Z JN W. uZ V6 #: SW0002 IEET. 3 OF 6 SilverLine t -Andersen wo.n....Nswnwo ae Y moi" O 2 N OC -- g< z co s z<3 ca R N W < o c Tm V1J N Z O O H dC o Lu inc o Lu 4 o N; 7j771111111` R 1 M N aTD .Z JN W. uZ V6 #: SW0002 IEET. 3 OF 6 CONCRETE/ MASONRY 1 1/OTHERS 2' MIN uVLKYBETYYEEN EMBEDMENT Sll verLine AndeanCONCRETE/ MASONRY 6 ZX WOOD BUCK 8Y OTHERS a 2X WOOD BUCK BY OTHERS SEE SHEET6FOR 3/6* MIN. • •aia.a000aCONNECTIONDETAILSEDGEDIST. Qw=lcatNFo"K4#"$ WOOD SCREW Nm ~wlmwoww INSTALLATION ANCHOR .. ^•<rvlu.w0o J nEXTEAIBOTHERS _ va- M VX 3/B' EDGE DISTANCE 3 7Iaz / ^ I PERIMETE"If VVMAX. SHIM SPACE ` 5 zi n SEALANT / \ SHIM SPACE 4 Z N O vl O.A. BY OTHERS 1 N o o v't 7 UNIT \ / SASH REINFORCING',, m ` HEIGHT EXTERIOR INTERIOR SEE SHEET 6 FOR REQUI SHEMET6ENTS ` • MIN. 3 THREADS u°Ci' Y '^ > 0 m SEE 46 PENETRATION BEYOND N ' C p " < f DETAIL METAL STRVCTURE h < m Wjpoo MAIL. INTERIOR tt8 GR, 5 SELF-TAPPD14 SCREW uu't aDETAIL.SHEET6 U45TALLATION ANCHOR r1 METAL STUD BY OTHERS, s SEE SHEET 1 INSTALLATION g VERTICAL SECTIONco NOTE Io o 4 HEAD-zx W000 BUCK EXTERIOR FINISH Nlul BY OTHERS SEE GLAZW6 EXTERIOR PERIMETER SEALANT 0 0 DETAIL, SHEET6 BY OTHERS zO vO.A. AEXTERIOR INTERIOR WIDTTH j v O UNIT W W r HEIGHT / (Y 'o W PERIMETER / \ C HORIZONTAL SECTIONSEALANT JAMB • METAL STUDBYOTHERS u4' MAX. SHIM SPACE NAIL FIN EXTERIOR FINISH BY OTHERS Us WOOD SCREW O ~_ 6 /Oy SY INSTALLATION ANCHOR 3/8-MIN. ` OOO pppC .J WO00 SUCK 8Y OTHERS EDGE DIST. SEE SHEET FO CONNECTION DETAILS a d'' 1••'' C CAULK BETWEEN :' 1/2' MIN. CONCRETE/ MASONRY i rr # p% ON.; Y7NCRETE/ MASONRY 6 ZXBY OTHERS WO00 BUCK BY OTHERS EMBEDMENT mT INV' q VERTICAL SECTION o5, 4J SILL • ZX WOOD BUCK DWG tt: NAIL FIN SW D002 SHEET: ^ OF L e 910 WOOD SCREW 3/4' MIKINSilverlineINSTALLATIONANCHOREDGEDISTANCE2XW000BUCK/STUD BY OTHERS 1 A11dersenCONCRETE/ MASONRY + EE SHEET 6 FOR 1/4' MAX. BY OTHERS • DETAILS SHIMSPACE MIN. 3 THREADS11CONS BBEY a SASH REINFORCING PENETRATION BEYOND g7 8Y OTHERS ' '. SEE SHEET 6 FOR REQUIREMENTS METAL STRUCTURE L Lac ra.aH• SEE GLAZING MIN. 1/2' EDGE DISTANCE a4 sacicat ouvE 11/2• MIN. DETAIL SHEET 6 ,KR.yanoi EXTERIOR FINISH ..... EMBEDMENT n.v h•nwoo BY OTHERS INTERIOR 10 GR. 5 SELF -TAPPING SCREW Z PERIMETER SEALANT SHIM SPACE INSTALLATION ANCHOR BY OTHERS METAL TUBE/STUD OR APPROVED 1 MULLION BY OTHERS, N ~ Q v r O.A. EXTERIOR 1 / INTERIOR SEE SHEET 1 INSTALLATION W ` x C 'a w C UNIT/ NOTE 14 -o Z'm t HEIGHT l "'ac xw V ao m SEE GLAZING J/ PERIMETER SEALANT C G j < DETAIL, SHEET bEXTERIORBYOTHERS h auE m w < Waa UNIT WIDTH ++ e HORIZONTAL SECTIONVERTICALSECTION5IAMB -METAL TUBES UD OR APPROVED MULLIONSHERO -2X WOOD BUCK THROUGH FRAME THROUGH FRAME F5) 014 PANCAKE HEAD Z SCREWS FROM STRAP TO O SEE 6LFRAME. HOLES PROVIDED 4.0000 4.0000 ZDETAIL, SHHEETEET 66 TO ACCOM00ATE #14 DIA. 2'0000 2'0000 N m EXTERIOR INTERIOR 0.500 i--1 ZIANCHORSTRAP, AT TWIN 6 Lu wTRIPLECONFIG. ONLY. SEE 0.0620 ~ O.A. / 'PLAN VIEW -ANCHOR STRAP UNIT / 1 (P/N 50.2995.2)' DETAIL AT HEIGHT ( RIGHT FOR INSTALL. REQ. 0' ) 2.3750 4 0020 PERIMETER SEALANT 1/4' MAX 8Y OTHERS SHIM SPACE 0.7500(2) 3.0000(2) 6.0000 INSTALLATION ANCHORS ` '—+6-1 .•••.. • y E EXTERIOR FINISH FROM ANCHOR STRAP TO 4 O , BY OTHERS a a• EMBEDMENT H'11, MmL OPENING. SEE ANCHOR _ a . PLANVIEW - ANCHOR STRAP (PM 50.2995-2) PRECAST SILL REQUIREMENTS BELOW. = R LrREQUIREMENTS BY OTHERS 4 • V Z v~iQv ; 4 : • is 3/1 • I 1 W TAPCON • ° ' • • ANCHOR STRAP ANCHORING VIREMENTS: •• ,0 INSTALLATION ANCHOR a A. FOR INSTALLATION TO CONCRETE/MASONBRY, VSE (4) 3/16' ITW TAPCONS / T t*1` PRN 13/4- MIN: 4 PER STRAP, MIN, 1-1/4' EMBEDMENT, MIN, 1-3/4' EDGE DISTANCE. I! EDGE DISTANCE B. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF-ORIUSNG SCREWS, u T GR, 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN, 3/4' EDGE DISTANCE. °ac° C. FOR INSTALLATION TO WOOD, USE (4) #10 W000 SCREWS PER STRAP, MIN. G c G v = h ZVERTICALSECTION1-1/2' EMBEDMENT. MIN. I• EDGE DISTANCE. 5 SILL- CONCRETE/MASONRY DWG tt: THROUGH FRAME S W O00 2 SHEET. 5 OF 6 INTERIOR INTERIOR SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCINGSEEBELOWFORREINF. SEE BELOW FOR REINF. REQUIREMENTS REQUIREMENTS, VERTICAL SECTION HORIZONTAL SECTION MEETING STILE 6 INTERMEDIATE FRAME MUWON I- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72, (O/X), DESIGN PRESSURE •/• 35 PSF 36 X 84, (O/X), DESIGN PRESSURE •/• 35 PSF 38 X 74, (O/X), DESIGN PRESSURE •/• 50 P5F 38 X 77, (O/X), DESIGN PRESSURE •/- 35 PSF 72 X 84, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 76 X 72, (O/X-O/X). DESIGN PRESSURE •/- 50 PSF 108 X 62, (O/X-O/X-O/X). DESIGN PRESSURE •/-50 PSF 108 X 72, (O/X-O/X-O/X), DESIGN PRE55URE •/-50 PSF J C - STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS 76 X 62, (O/X-O/X). DESIGN PRESSURE •/• 35 PSF 0 - STEEL INTERMEDIATE FRAME'SMALL' REINFORCING IS NOT REQVIRED FOR THE FOLLOWING 5=E/RATINGS: 76 X 62, (O/X-0/X), DESIGN PRESSURE •/- 35 PSF NOTE: AUGAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT F8C AND ASTM E 1300 . GLASS LOAD RESISTANCE. GLAZING DETAIL I NOTE: L LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX, O.C. SPACING SPECIFIED 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 L 11/4MIN. EMBEDMENT - • " 2' MIN. EDGE — DISTANCE 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 1 MIN, EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL Sily rlino aArtder5en IK711 oo.•.eeee• wrt an•cau[ w.c wens exa:wra w awr ne pol •7Ya00 0 V) z 0 H o H Lu Lu v G ui 0 DWG $t: SW0002 SHEET: L OF 6 3/8' O.A. I.6. GLASS EXTERIOR / rNTERIOR I 0 MIN. GLASS BITE U2' 0/ 71/8' SETTING BLOCK GLAZING DETAIL I NOTE: L LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX, O.C. SPACING SPECIFIED 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 L 11/4MIN. EMBEDMENT - • " 2' MIN. EDGE — DISTANCE 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 1 MIN, EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL Sily rlino aArtder5en IK711 oo.•.eeee• wrt an•cau[ w.c wens exa:wra w awr ne pol •7Ya00 0 V) z 0 H o H Lu Lu v G ui 0 DWG $t: SW0002 SHEET: L OF 6 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# FL 19715 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. Norcro, P.E. Florida Professional Engineer # 73778 Date: 06/14/2017 Contents: Evaluation Report Pages I — 4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2017 06.14 21:54:09 -04'00' F', 0 i mac' •••" .1 iZZO 7 _ T T Cr 0. GN ONA%- Hermesre!Mdl lto, P.E. Florida No. 73778 BUILDING DROPSA\\ 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 ld of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 6"' Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 6" Edition Florida Building Code, excluding, the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 6"' Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS FL#: FL19715 A 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 DROPSA\\ A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: Nailing Fin Installation: FL#: FL19715 Date: 06/14/2017 Report No: 4875 A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 1/2/2618 Florida Building Code Online Business 8 Professional Regulation% Q' perli,no f, eoDroerpi getpDi.g(ora-cai.r. dpr SCIS 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 o. Product Approval USER: Public User Product Approval Menu > Product or Application Search > Aoollcatlon List > Application Detail FL # FL12194-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE -74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract'Expiration Date 06/19/2020 Validated By Locke Bowden Cil Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R6 COI ALC15001.3 2017 FBC Evaluation Report 04 T4 Soffits fnal.cid Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https:/Avww.floridabuilding.org/pr/pr appdtl.aspx?param=wGEVXGwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 1/2 1/2/2018 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 7i ^`fti_" F' uf3; Mode1, otr;N'aMe"r Descr'ption" Nu,i ber 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 Other: See Evaluation Report for limits of use. Installation Instructions FL12194 R6 II ALC15001.3 2017 FBC Evaluation Report 04 T Soffits final.odf Verified By: Zachary R. Priest PE -74021 Created by Independent Third Party: Yes Evaluation Reports FL12194 R6 AE ALC15001.3 2017 FBC Evaluation Report 04 " Soffits final.Ddf Created by Independent Third Party: Yes Backo Next The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic 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 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 Ilcen: under Chapter455, F.S., please click here . Product Approval Accepts: 0FER® Credit Card Safe hnps:ltwww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 2/2 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC 15001.3 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. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F -Channel Preformed nominal 0.016 -inch thick, 3105 H-14 aluminum F -channel. See Appendix D for dimension drawings. 3/8" J -Channel Preformed nominal 0.016 -inch thick, 3105 H-14 aluminum J -channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019 -inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit Panels provided in 16 - inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 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 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. R No 74021 rr X Z p '.• STATE OF : W CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A—Approved Systems (8 pages) 2) APPENDIX B— Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC 15001.3 FL12194-R6 Page 3 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 APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MOP) were calculated using a 1.5:1 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 iz 1 ALC 15001.3 FL12194-R6 Page 1 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 d. 16" Q4 Soffit — 8 -inch o.c. Fastener Location IF Fastener Fastener Location 11,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 24.14 1 Approved Systems for 24 -inch Overhang with J -Channel Appendix A Approved Systems for 12 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8 -inch head dia. nail, One (1) min. 3/8 x 3/8 -inch One (1) min. 1 3/4 -inch long x. 0072 -inch dia. x min. 3/1612F-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 12F-2 16 Wood crown staples in diamond pattern Wood crown staple spaced 8 -inch o.c. 0.072 -inch dia. x min. 1/4 -inch 48 inch spaced 24 -inch o.c. and securing each panel lap head diatrip nail spaced 48- 64.2 inch o c. One (1) min 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8 -inch long T nail Wood crown staple spaced 8 -inch O.C. 0.072 -inch dia. x min. 1/4 -inch 48 16 -inch spaced 8 -inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12 -inch overhang with JI -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. 16 -inch Wood staples in diamond long x 3/8 -inch head diameter screw spaced 16 -inch o.c. Wood 1/4 -inch crown staple 0.072 -inch dia. x min. 1/4 -inch head dia. trip nail spaced 48- 48 64.2 4 -inch o c. and securing each inch head spaced pattern spaced 24- connecting soffit to J -channel spaced 8 -inch o.c. inch o.c. panel lap 12 -inch O.C. inch o.c. One (1) 18 ga 1/4 -inch crown x 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 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- 153.3 12 -inch spaced max. 8 -inch o.c. 4 -inch o c. and securing each inch head spacedpanellap12 -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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width 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- 143.316 -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 psf) Substrate J -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch 16J-1 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4 -inch x 1/4 -inch long x 0.072 -inch dia. x 23.5 16 -inch spaced 24 -inch o.c. crown staple spaced 8 -inch o.c. min. 1/4 -inch head dia. trip 31.4 nail spaced 48 -inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24 -inch overhang with F -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width Psi Substrate F -Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap 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- a finishing nail with min. 801-90 diamond pattern inch x ring One (1) min. 1.75 -inch inch o. 3/16 -inch head spaced spaced 16 -inch o.c. shank nailchinchail x 0.072 -inch diameter 12 -inch o.c. finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. One (1) 18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12 -inch o.c. securing One (1) 18 ga1/4- One (1) min. 1.75 -inch x Max inch x 11 ga. anchored to each panel lap inch crown x 1 -inch 0.072 -inch diameter 80/ 24F-2 12 -inch Wood smooth shank rafter with one Wood 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 ga1/4- One (1) min. 1.75 -inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1 -inch. 0.072 -inch diameter 80/ 24F-3 12 -inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6spaced8 -inch o.c. 1) 7d x 2.25- One (1) min. 1.75 -inch inch o.c. 3/16 -inch head spaced inch ring shank x 0.072 -inch diameter 12 -inch o.c. nail 24 -inch o.c. finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. ALC 15001.3 FL12194-R6 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. 114 -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 raker with one 16 -inch o.c. securing inch crown x 1 -inch 0.072 -inch diameter 24F-4 16 -inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch ring inch o.c. and securing 3/16 -inch head spaced spaced 16 -inch o.c. ailshanknailshank One (1) min. 1.75 -inch each panel lap 16 -inch o.c. 24 -finishing x 0.072 -inch diameter 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 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 staple securing the Nominal 1 x2 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.'h- 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 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 two (2) lap Wood 8 -inch o.c. and finishing nail with min. 153.3 inch x 7d ring pattern spaced 16- min. 5- x 7d securing each panel 3/16 -inch head spaced shank nail inch o.c. hinch ring shank nails toe- One (1) min. 1.75- lap 16 -inch o.c 24 -inch o.c. nailed on either side inch x 0.072 -inch of the batten at diameter finishing each batten/rafter nail with min. 3/16 - intersection. Max. inch head spaced rafter spacing is 4 -inch o.c. 24 -inch o.c. ALC 15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPRovEo SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min. 3/8" head din. nail with min. 1V" 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) 12F-1 & 12F-3 F" CHANNEL wood, Concrete or Block wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC 15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I ": T,IM ` SOFFIT STAPLEOPENRAFTER 3/4• x 1/4• ; DIAMOND PATTERN i D ETAI LL3/Tr CROWN STAPLES USING A DIAMOND / PATTERN FACIA BOARD FASCIA CAP 1217-2 3/4' X 1/4' CROWN FACIA BOARD1-3/4' TRIM NAILe' STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. INT7- FCHANNEL CAN BE PAINTED S.S. 48' INSTALLED WITH THE FASCIA CAP D.C. NAILING FLANGE UP OR3/4' X 1/4' DOWN CROWN STAPLE SOFFIT— max . 12 -inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 12J-1 OPEN RAFTER 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN cwwNtL 1-3/4' TRIM NAIL screwed to soffit PAINTED S.S. 48" with one(1) N8 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 SOFFIT STAPLE DIAMOND PATTERN 1 I FACIA BOARD LfASyr [rvEai 1P[/ DETAIL 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 D ETAI L 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' TROI NAIL FASCIA BOARD PAINTEU S.S. FASCIA CAP SOFFIT I'4' CROWN STAPLE OPEN RAFTER FASCIA BOARD u w 111FI," 1617-1 SOFFIT & FASCIA 16F-5 DETAIL fASCIA CAP; REFER To SOFFIT t FASCIA OETAL f' CHANNEL 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. 3/8" head dia. nail with min. 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 Us SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL Wood, Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 ILA 1 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n SOFFIT STAPLE 3/4• x 1/4" OPEN RAFTER I I ; DIAMOND PATTERN DETAILCROWNSTAPLES A DIAMOND f II r, PATTERN FACIA BOARD i FASCIA CAP 16F-4 3/4" X 1/4" CROWN 8" FACIA BOARD 1-3/4" TRIM NAILSTAPLEONCEN'T'ER 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 SOS—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 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 I- TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT I"e!' CROWN STAPLE OPEN RAFTER — FASCIA BOARD I -j- CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND 16F-2 8 PATTERN; REFER TO DETAIL SOFFIT STAPLE _ 16F-6 DIAMOND PATTERN / DETAIL FASCIA CAP; REFER \ TO SOFFIT & FASCIA F' CHANNEL DETAIL I 3ie SOFFIT; MAX. 16' SPAN WOOD / 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 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. GREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER Lj 3M KrVED4 ` SOFFIT STAPLE o'sT DIAMOND PATTERN I I 0ETAI L FACIA BOARD ST / 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 3/4' X 1/4' CROWN 1CIA STAPLE 'B' ON CENTER BOARD CFUWNEL TRIM NAILPAINTED 4ML P1-3/4' S.S. 48' FASCIA CAPO.C.' X 1/4' WN STAPLE SOFFIT—max. 16 -inch spanS WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC 15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRW NAIL FASCIA BOARD PANTED S.S. ra}' CROWN FASCIA CAP STAPLES USING A DIAMOND SOFFIT PATTERN; REFER TO 1-aj' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 t' TRW NAIL FASCIA BOARDPANTEDS.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 l'.t' CROWN STAPLE - fA5(IA CAP; REFER TO SOFFIT t FASCIA \ OE AIL Nominal rat' SYP F -CHANNEL Bollen Ancherne Id to SOFFIT; MAX. ZP I I 1 Rafters with o Ring Shank Nail at M000 SUBSTRATE every Rafter / 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 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. 14- SMOOTH SHANK I FASCIA CAP ROOF NAMS SOFFIT CROWN STAPLE 1 t- TRW NAIL FASCIA BOARDPAINTEDS.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 64- I -at- CROWN STAPLE FASCIA CAP; REFER To SOFFIT t FASCIA DETAIL Nominal r r SyP Batten Anchored to SOFFIT: MAX. Zi' F -CHANNEL Rafters with one TdShaRingNaAat every Rafter M000 SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TRIM NAIL FASCIA BOARD PAINTED S.S. 140A i' T.NAR.S FASCIA CAP SOFFIT I'r!' CROWN STAPLE 1 t- TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-3 8 24F-6 CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL Nominal 1•a7• SYP Batten Anchored to SOFFIT; MAX, 24' F.CNANNEL Rafters with one 7d Ring Shank Nail 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 61G2O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 f' TRIM NAIL FASCIA BOARD PAINTED S.S. 1 -4 -CROWN FASCIA CAPS' STAPLES USING A DIAMONDSOFFIT PATTERN; REFER TO CANTILEVERED 1"s!" CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN RAFTER DETAIL FASCIA BOARD 8 FASCIA 1 TRIM NAILSOFFIT PAINTED s.s. DETAIL 24J-1 & I.4- CROWN STAPLE24J-2 FASCIA CAP; REFER TO SOFFIT t FASCIA oo DETAIL 8Nominal1' x r SVP battens ucureo between tined ado SOFFIT; MAX, 206' I 3/8A JI -CHANNEL aecure0 wdh one(1) 7o rap shank nail stmighod h=9h the rafter Into the and WOOD SUBSTRATE of the batten or two (2) 70 MO a(tank halt$ toe naeeo on eltrw aide of the battern at the battenlraller intersection SOFFIT STAPLE OIAMONO PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 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. Vit 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 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 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. Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean Basic Wind Speed mph) Height 120 130 140 150 160 170 180 190 200 Enclosed 4 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 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 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 36.4Positive 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 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 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) HeR hofft 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 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 120 130 140 150 160 170 180 190 200 Enclosed 4 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 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 87.6Negative 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 56.1Positive 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" 318" J -Channel 3/4" — 1/8" HEM 1 S/8" 1T 3/4" 3/8' ISOMETRIC VIEW 3/8' PROFILE ISOMETRIC VIEW NO- PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 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. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/8" r 1/8" HEM 1 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 OWTYP o.1s• tvo 18' BLANK 3 / 8 PROFILE x.175*W Ur m o 0000 000 0000 000 0000 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 3 1/6" 7/8" 1 3 1/8" 7/8" 3 1/8" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" 3IT3/4"1/8" 1/8" 3/8" 13.75" BLANK 3/8" PROFILE 2 ITS REI 0 Sr TVP 025 -TVP 0.125 M 0000 END Of REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0000 00000 ooa 00000 ooao END Of REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK Certificate ofAuthorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC 15001.3 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" Q4 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit Ranels provided in 16 - inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 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 ?anels provided in 12 - inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 60 Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. Y' t R , Ip 0 No 74021 0 0:. STATE OF S C O R , O p 0\` 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" 04 Soffit —16 -inch o.c. Fastener Fastener Location Location Ic 1 ALC 15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16"Q4 Soffit —8 -inch o.c. Fastener Location if - 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 12J-# Approved Systems for 12 -inch Overhang with J -Channel 16F-# Approved Systems for 16 -inch Overhang with F -Channel 16J-# Approved S stems 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. 072 -inch dia. x min. 3/16- 0 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 o.c. head dia. trip nail spaced 48- 64.2 spaced 24 -inch o.c. cinch and securing each panel lap inch o.c. One (1) min 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8 -inch long T nail Wood crown staple spaced 0.072 -inch dia. x min. 1/4 -inch 48 16 -inch spaced 8 -inch o.c. panelandsecuringeachpaanel llapp 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12 -inch overhang with J -Channel Wall Connection Eave Connection System Panel MDP No. Width No. Width psf) psf) 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/ 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. pinch 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- 153.312 -inch spaced max 8 -inch o.c. 4 -inch o.c. and securing each inch head spacedpanellap12 -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- 153.3 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 16F-3 16 -inch Wood 1.25 -inch embedment spaced 24- Wood crown staple spaced 16 -inch x 0.072 inch dia. x min. 3/16 -inch head dia. trim nail 25.6 inch o.c. O.C. spaced 36 -inch o.c. 16F-4 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- 27 16 -inch Wood crown staples in diamond pattern spaced 24 -inch o.c. Wood crown staple spaced 8 -inch o.c. inch head dia. trip nail 36.1 spaced 48 -inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width Psi 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 0.072 -inch diameter 23.5 16F-5 Max Masonry One (1) 14 ga. 5/8 -inch long T nail Wood 1 -inch leg staple spaced 4 -inch finishing nail with min. 3/16- 143.3 16 -inch spaced 8 -inch o.c. o.c. and securing each panel inch head spacedlap16 -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 Psi 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 31.4spaced24 -inch o.c. nail spaced 48 -inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24 -inch overhang with F -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1 -inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12 -inch o.c. securing One (1) 18 ga. 1/4 - One (1) min. 1.75 -inch x Max. inch crown x 1 -inch rafter with one each panel lap inch crown x 1 -inch 0.072 -inch diameter 24F-1 12 -inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 80/-90 diamond pattern inch x ring One (1) min. 1.75 -inch inch o. 3/16 -inch head spaced spaced 16 -inch o.c. shank nail x 0.072 -inch diameter 12 -inch o.c. 24 -inch o.c finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. One (1) 18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12 -inch o.c. securing One (1) 18 ga. 1/4 - One (1) min. 1.75 -inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1 -inch 0.072 -inch diameter 80/ 24F-2 12 -inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6roofingnailspaced1) 7d x 2.25- One (1) min. 1.75 -inch inch o.c. 3/16 -inch head spaced 16 -inch o.c. inch ring shank x 0.072 -inch diameter 12 -inch o.c. nail 24 -inch o.c, finishing nail with min. 3/16 -inch head spaced 4 -inch o.c One (1) 18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staple spaced No.2 SYP 12 -inch o.c. securing One (1) 18 ga. 1/4 - One (1) min. 1.75 -inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1 -inch 0.072 -inch diameter 80/ 24F-3 12 -inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6spaced8 -inch o.c. 1) 7d x 2.25- One (1) min. 1.75 -inch inch o.c. 3/16 -inch head spaced inch ring shank x 0.072 -inch diameter 12 -inch o.c. nail 24 -inch o.c. finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. ALC 15001.3 FL12194-R6 Page 5 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 Psi Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap AttachmentAttachment One (1) 18 ga. t/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 24F4 16 -inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 1801-60 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 inch x 11 ga. anchored to 16 -inch o.c. securing inch crown x 1 -inch 0.072 -inch diameter 24F-5 Max. Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. t80/-60 16 -inch 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 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 staple securing the Nominal 1 x2 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 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 female lock or One (1) 18 g , - a . /. 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 ox and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- min. 2.25 -inch x 7d securingseceach panel 3/16 -inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16 -inch o.c. 24 -inch o.c. nailed on either side inch x 0.072 -inch of the batten at diameter finishing each batten/rafter nail with min. 3/16 - intersection. Max. inch head spaced rafter spacing is 4 -inch o.c. 24 -inch o.c. ALC 15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. GREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPRowo SrsrEMs section of this report for additional installation details of a selected system and maximum design pressures limitations. No. I Installation Detail Min. 3/8" head dia. nail with min. 1W" engagement(for wood substrate) or min. 0.097" dia. T -nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM 12F-3 I I I 11 \—"F CHOANFIT NEL OVERHANG WIDTH VARIES) wood, Concrete or Block wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 114"-J 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 U n, `, SOFFIT STAPLE OPEN RAFTER 3/4' x 1/4• ' DIAMOND PATTERN D ETAI LcaowNy-r, ;`JUSINGADIAMOND Lr wtvcDl I PATTERNst S FACIA BOARD FASCIA CAP 12F-2 3/4' X 1/4' CROWN FACIA BOARD 1-3/4' TRIM NAILa' r STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. r CHANNEL CAN BE PAINTED S.S. 4a' FASCIA CAPINSTALLEDWITHTHEO.C. NAIUNG 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. 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 l–CHANNEL 1-3/4' TRIM NAIL] screwed to soEEit PAINTED S.S. 4t3' 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 n ` SOFFIT STAPLE DIAMOND PATTERN IL I FACIA BOARO >T cTvm i ST $ / DETAIL ASCIN 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 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 TR01 NAIL FASCIA BOARD PAINTEU S.S. FASCIA CAP OPEN RAFTER SOFFIT 1'rj' CROWN STAPLE FASCIA BOARD W 61Vr I -W 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP: REFER TO SOFFIT 1 FASCIA F* CHANNEL DETAIL SOFFIT: MAX. 16" SPAN MASONRY SOBSTRATE ALC 15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC No. I Installation Detail Min. 3/8" head dia. nail with min. 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 F" CHANNEL World, Concrete or Block w FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. L -PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC 15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 611020-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n„ `, SOFFIT STAPLE 3/4' x 1/a' OPEN RAFTER DIAMOND PATTERN L&W; DETAILCROWNSTAPLES USING A DIAMOND7sT,wV PATTERN FACIA BOARD FASCIA CAP 16F-4 3/4' X 1/4' CROWNJTRIMMLFACIA BOARD1STAPLEVONCENTER 1-3/4' TRIM NAIL P' F' CHANNEL CAN BE PAINTED S.S. 48' INSTALLED CAPWmiTHEO CFASCa NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFFT—• 16 -inch span WOOD S SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1'CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'4- CROWN STAPLES SOFFIT &FASCIA USING A DIAMOND OETAIL 16F-2 PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL oo FASCIA REFER TO SOFFITIT & i FASQA F' CHANNEL DETA0. 3/8 SOFFIT; MAX. 16' ISPAN N SUBSTRATE SOFFIT STAPLE OIAMONO PATTERN ALC 15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16J-1 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4' TRIM NAII PAINTED S.S. 48' O.C. SOFFIT -max. 16 -inch span ALUMINUM COILS, INC Soffits Appendix B V R^v \ ` SOFFIT STAPLE Et DIAMOND PATTERN DETAIL FACIA BOARD i ST / ASCI CAP 3/4' X 1/4' CROWN 1_3/4' TRIM NAILSTAPLE 'e' 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 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. 1•e4• CROWN FASCIA CAP STAPLES USING A DIAMOND SOFFIT PATTERN; REFER TO Pet' CROWN STAPLESOFFITSTAPLE DIAMOND PATTERN DETA0. 1 t• TRIM NAIL FASCIA BOARDPAINTEDS.S. SOFFIT 8 FASCIA DETAIL 24F-18 24F-4 1'4- CROWN STAPLE FASCIA CAP; REFER 10 SOFFIT l FASCIA \ DETAIL 1- -1NomnalPat' SYP F Batten Anchore0 to SOFFIT; MAX. 24' I I 3/8 F -CHANNEL Rafters with one 10 IRingShankNailat WOOD SUBSTRATE every Rafter 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRW NAIL FASCIA BOARD PAINTED S.S. 14- SMOOTH SHANK I FASCIA CAP ROOF NAILS SOFFIT 1'Xf' CROWN STAPLE 1I' TRW NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 I-rj- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT 1 FASCIA MAILNominal1'X2' STP Batten Anchored to SOFFIT; MAX. 2e.' F -CHANNEL Ralters with one IdShankRingNailat every Ratter W000 SUBSTRATE ALC 15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G2O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. 14GA i' T-NAILS FASCIACAP SOfflt I'a}- CROWN STAPLE 1 t' TRIM NAIL FASCIA BOARDPAINTEDS.S. SOFFIT & FASCIA 24F-3 & DETAIL 24F-6 k Pet' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT 1 FASCIA DETAIL Nominal 1'x2' SYP F•CNANNEL Batten Anchored to SOFFIT; MAX. 24' Rafters with one 7d Ring Shank Nail 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 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 NAR FASCIA BOARD PAINTED S.S. 1'4- CROWN FASCIA CAP STAPLES SOFf1TUSINGADIAMOND PATTERN. REFER TO CANTILEVERED t"q' CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD SOFFIT & FASCIA 11 TRIM NAIL PAINTED S.S.DETAIL 24J-1 & 1-4- CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT i FASCIA oo DETAIL e \ NOMnaI 1' SVP battens scabbed between rafters and SOFFIT; MAX. 24' 3/8 J -CHANNEL natured withh oane (t) 7d ring shank nall straight -nailed through therafter into the end W000 SUBSTRATE o1 the batten or two (2) 70 I ring sank nada too4wiled on etWer side of the battem at the batten/rafter Intenectfon SOFFIT STAPLE OIAMONO 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. V,r 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 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C 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) offt 120 130 140 150 160 170 180 190Roof ftHeight 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 -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 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) Roof( ft) 120 130 140 150 160 170 180 190Height 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) HeR ofghtft120 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" -- 1/8" HEM T -T 3/4" 3/8' ISOMETRIC VIEW 3/E- PROFILE ISOMETRIC VIEW 3/1' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 7/8" 1/8" HEM 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit ALUMINUM COILS, INC Soffits Appendix D 18' BLANK 3 / 8 PROFILE z17V;V o 0000 0000 ooaoo aaoo , 00000 0000 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 3 1/6" 7/8" 1 3 1/8" 7/8" 3 1/8" 5/16" 1/2" 1/2" 1/2" 1/2" 1/8" 1/8" 3/8- o2sm 012V NO, 13.75" BLANK 3/8" PROFILE 2 V FEF 0000 oaao aaoo 00000 aaoo END OF REPORT ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1/2/20188 Florida Building Code Online lotBCIS'Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff SCIS Site Map Links Sear dbpr d LjoProduct Approval USER: Public User a °'t• Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610) 893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harper mark.d.harner@saint-gobain.com Technical Representative Mark D. Hamer Address/Phone/Email 18 Moores Road Malvern, PA 19355 610)651-5847 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer U Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE 0 Validation Checklist - Hardcopy Received Certificate of Independence FL5444 R12 COI 2017 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard ASTM D3161 ASTM D3462 ASTM D7158 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Bu ilding%2OCode%200nline. html Year 2016 2010 2011 1/2 1/2/2018 Date Submitted Date Validated Date Pending FBC Approval Date Approved 5444.1 Florida Building Code Online 09/07/2017 09/12/2017 09/15/2017 12/12/2017 f.['.••''.t:.i"i f?.aY.i.'ir;`o;'rt ``s: •a 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 F1.5444-1112.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.odf Created by Independent Third Party: Yes BaCkM Next The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wh 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: Eq M Credit Card Safe file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%200nline.html 2/2 QOTRRINITYIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610) 651-5847 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.05-1113 FL5444-1112 Date of Issuance: 09/22/2005 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6`h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. 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. Florida Registration No. 59166, Florida DCAANE1983 C ? 1..• The facsimile seal appearing was authonxed by Robert Niernmen. t...`"`, P E. on 09/05/2027. Thisdoes not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD 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 l 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 TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 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 61h 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 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 IOCA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 IOCA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 UL LLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 ULLLC (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 CertificateofAuthoriration #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R32 CertainTeed Asphalt Roof Shingles; (610) 651-5947 Revision 13: 09/05/2017 Page 2 of 12 IF TTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", 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"m 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"m IR, Presidential Shake TL'" and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras", Highland Slate"m 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 Crestm IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither 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,Sd = 150 mph (V„I, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP i adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,,d =150 mph (VI, = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris') exceeds the calculated uplift force (FT) at a maximum design wind speed of V,Sd = 150 mph (V„I, = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1113 Certificate ofAuthorirotion +x9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION 1`15444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 3 of 12 QOTRINI-TYIERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. 6.4XRT'" 301R: LOW AND STANDARD SLOPE ENGLISH 12" 12" 12" F—(305 mm) (305 urn) (305 mm)j i I+-1" (25 mm) lant 1"(25 mmSealant ) -y 5 s/e" (145 mm) 5 r& -LorNorwoodPlant T METRIC . 131/9" 131/9" 131/9" 1"(25mm) 1"(25mn) i dant T Figure 11-3.- Usefour nails for eteryfull sbin#a STEEP SLOPE Use four nails and six spots of asphalt roofing cement' for every hull shingle (Figure 1/-4). Asphalt roofing cement meeting ASTI I D4586 Type Il is suggested. I• Rmi-oc'm"It, Apply 1"(25 mm) spols of asphalt rooling cement under each tab corner. Figure 11-4. Usejour nails andshrspols ofaspbap dement onsleep slopem CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.4.1 Hip & Ridee for CT20110, XT" 25. )T'" 30, XT" 30 IR: Cut Shingles 25V.- 11(+ 1 [-2"(50—)(Remove, II 12•' Cap Cap Cap 305 mm) Shingle Shingle Shingle 1 Figure 11.24: Gtri labs, Iden frim back 10 [Hake cap sbinglet English dirnemions shown). 305mm)J` Fast` 125WS 919 Sh0W No ooOO WIN", Figure 11-25: lnslallalron of caps along the hips and 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-R33 Certificate ofAuthoritation #9503 6s" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 4 of 22 QOTRINITYIERD 6.5 I ARCADIA'"''in LOW AND STANDARD SLOPE STEEP SLOPE Use SIX nails for every hill shingle located as shown below. Use SIX nails and FOUR rywts of asphalt roofing cement for every full shingle as shorn below. Apply asphah roofing cement 1-('15 mm) from edge of shingle Asphalt roofing cement meeting MSTAl 1) 4586 TyPe II is suggested. 1' (25 mm) 1- (25 : LLL11 Nvl line the 1'125 ran) e(25mm)— -- NidLine Fikwre 2.• Uve sir nailsfr,r eren fir/! sbir;tAe, EL..L_.,L,-,1 Figure J. Iso six ,arils andfour sIxits ofaspbolt ruufng cern„ t on sten/, slulxs. 6.5.1 Hip & Ridge for Arcadia'": Cedar Crest", Cedar Crest'" IR Use two (2), minimum 1% -inch long fasteners per shingle. For the starter shingle, place fastener 1 -inch from each side edge and about 2 -inch up from the starter shingle's exposed butt edge, ensuring minimum Y.. -inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8 -5/8 -inch up from its exposed butt edge and 1 -inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic® 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 Y. 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. 203mm) ( 305 Mr") Hand -sealing adhesive 4" 114" 3/4" 1 Ir 1" Dab of asphalt cement between shingle layers 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 5 of 12 6.6 sw (16 Wo Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. o Addeborel roils it iequ"ed. 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. l U708 Mn) atm Imo— V (25 =0 516 (I6mm) PoolIN' WMA PMNOM000,01 ROMRo PRO 01 M,ol 0 l pleO.p.o,00l l o Addeborel roils it iequ"ed. 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. l U708 Mn) atm Imo— V (25 =0 516 (I6mm) PoolIN' PMNOM000,01 ROMRo 01 M,ol lfN 1'(25 mn)Roofing Cemem —J 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"m or Cedar Crest"m IR hip and ridge shingles. For Belmont* IR, refer to instructions herein for Cedar Crest'" IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont*: Shangle* Ridge Figure 17-18: Sbangle• Ridge. 18 Exposure Remove tape from the right side and fasten r X11 SECOND Fasten the " left side8518 RIGHT FIRST LEFT Figure 17-19: Installation ojSbangle® Ridge sbingles on bips and ridges. 6.6.1.3 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-R33 Certificate o/Authorirotion #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 6 of 22 QO TRINITY I ERD 6.7 CARRIAGE HOUSE SHANGLE® AND GRAN[) MANOR SHANGLE®: LOW AND STEEP SLOPE STANDARD SLOPE Ilse five nails for every fill Shangle. 0L (251mm) F- 5/6, 5/6, 8519" 16 mm) (220 mm) Figure 17- k Usefire naiLtfor emeryfull Crotid Alanor.5bmngle. Carriage !louse Strangle. or Centennial Stale. Ilse .even nails and three spou of asphalt roofing cement for Lvery full GrindManor Shangle. Use five nails and three spots of asphalt roofing cement for every full Carriage (louse Shangle and Centennial S131c. Apply asphalt roofing cement I- (25 min) front edge of shingle Figura 17-5). Asphalt roofing cement mooing ASTM D4586 111)e 11 is suggLstld. 16 mm) Frgurr 17.5: Wben installing Grand .1lanor Mangles on sleep slopes, useseven nailsandtbreespolsofaspball roofing cement. 6.7.1 Hip & Ridge for Carriage House Shangle® and Grand Manor Shanale: Refer to instructions herein for Shangle® Ridge hip and ridge shingles 6.8 LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4. 12.. 1--(305 mm)—I—(375 mm)—I—(305 mm) --{ I"(25 mm) Releaser Tape 1" (25 mm) --I Ilh" NailableT Asea LANDMARK TL NorthGate: 13th" 13" 13'/2" 1--(343 mm)--- --(330 mm)—I--(343 mm)-- 1"(25mm) 1"(25mm) --I Figure 11-4: Usefour nailsfor erre• full sbingle. NIDE NAPJNG AREA 12.14 314' 12' If 4305 mm) +— 1375 mm) + (305 mm) - I Nailig Urn b Uppernallno 1' 25 mm L(25 ower rad Ire m r7i 7r Naibig areas for low and standard sbpos (from 2:12 to 21:12) Nal betneen upper d bast linesas dean above. Exterior Research and Design, I.I.C. Certificate ofAuthorization #9503 61-" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 3632.09.05-R13 FL5444-R12 Revision 13: 09/05/2017 Page 7 of 12 STEEP SLOPE Ilse six nails and (our spots of asphalt roofing cement for carry full laminated shingle. See below. Asphalt roofing cement should meet ASTM D4586 Type II. Apply I- spots of asphadl roofing cement unde tach corner and at about 12" to 13" in from each edge. METRIC DIMENSIONS 12'— 305 mm) 1"(25 mm) I Nal Area i For Steep I"—I F_ 25 mm) I - - - - 10/4" 12"-- 375 mm) (305 mm) a.rrrra..r I"(25 mm) 4pacp.Tanp I" 25 mm; QOTRINITYIERD LANDMARK TL 13th" 13" 131/2" 343 mm) (330 mm) (343 mm) i+ 1 "(25 mm) 1"(25 mm) -.I I I NorthGate: STEEP 12" 14-3/4" SLOPE I--(305 mm)— — (375 m NAILING AREAL Nailin X1'(25 mm) betweeli n rr Figure 13-3. Use skv naiLc andfow spots of aspbdi roofingcementon sleep slopes 12' x-(305 IT 1"(25 mm) Nailing areas for steep slopes (greater than 21:12) and "Stomt-Nailing" Nail between lower 2 nal lines as shown above. 6.8.1 Hip & Ridge for Landmark'", Landmark'" IR, Landmark'" Pro, Landmark'" Premium, Landmark'" TL, Landmark'" Solaris, Landmark'" Solaris IR, NorthGate: 6.8.1.1 Option 1: Shadow Ridge TI or NothGate Accessory 12' 97/8' Minim) (250mm) 6, 6, 415/16' 415/16' 150mm) (i50mm) (125mm) (125mm) English Dimension Metric Dimension Shadow Ridge— Shadow Ridge - 75/8' 196Imm) L Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate ofAuthorization #9503 6T" 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' T 131/4' 305m NotchesNotches for Alignment to 7 337mm) the Top Edge o1 the Previous Cap for F Exposure m) 125mm) English Dimension Metric Dimension Shadow Ridge— Shadow Ridge - 75/8' 196Imm) L Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate ofAuthorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 8 of 12 131/4' 337 mm) 927/37 250 mm) 415n6' 1125 mm) NorthGate Ridge QOTRINITYIERD 13 1/8" 333 mm)— 6 SM -11-6 5/8'- 1,4068 mm) 168 mm Centering 7 fid. 13 1/4' ` Notch 194 mm) (337 mm) \ Align these 1 I notches to top edge OI 1975/ 8' mm) previous course. NorthGate Accessory 305mm) I Laying Notch W.1 I 5'0250") ll T Figure f3-20. Use laying notcbes to confer sbingkts on bifts and ridges, and to locateI& corruct avposura 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NPI" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 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 Authoriaation#9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 3532.09.05-R13 FL5444-R32 Revision 23:09/05/2027 Page 9 of 22 6.9 LOW AND STANDARD SLOPE: For low and standard slopes, use Ove nails for each full Presidential shingle as shown below. Nailing r: 40' t Guide Lines (1016 mm) 51/4' - 133 mm)L%. 1 14 1/4' t 1R' 38 mm) (362 mm) NOTE: Apply nails on painted guideline. Figure 16-6.• Fastening Fraskkndal and Pre kienfid T6 Shake sbinglar on low and standar/ slops& 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 lab. After applying i nalls in between the nailing guide lines, apply 4 nails I' above tab cutouts making certain tabs of overl)tng shingle cover nalls. 1 T V diameter asphalt roofing cement Fignm 16-7.• Fastening Presidentkd and Pnesk4mfial T/1 Sbake sbin& on situp slops. 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 with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4" into the deck or completely through the deck. Presidential accessory comes In two different sizes: Accessory produced in Birmingham, AL Is 12' x 12% Portland, OR produces 97/8' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastico NPI'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. 6.10 For steep slopes, ube ett nalls and eight spas of asphalt rooting Figure 13-J. MsirnLtg Harrems Sbingfes on cement for each full lixurras shingle as shown abme. Apply I' Low and Srnndard.V'oprs (1Smm) diameter spots of roofing cement (ASTM D 4586 7)pe II For lmv and standard slopes, use five nails for crcb full suggested) under rich tab corner. Press shingie Into placr, tlo as IWerAs shingle a> sbmcn abrnt. expose cement. CAUTION: loo mucb roofing comem can cruse shindes to blister. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate oJAuthodration #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S3 -S847 Revision 13: 09/05/2017 Page 10 of 12 QOTRINITYIERD 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option is Accessory for Hatteras Figure 15-14: 18lbree-piece twits separate b make 54 Hatteras Aaxwry sbingles 6.10.1.2 Option 2: Cut Hatteras Shingles 9,. 230 mm) I Cap Shingle I I I I I Cap Cap Cap Shingle Shingle Shingle FaS g---- (460 l-4- gosh t8" 2003 mm) d `.ZSmc lerr 60 mm) % Figure 15-20.• Cut Hatteras shingles to make cover cap. Figure 15-21: Installation of caps along bips and rktges. 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NPI" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 LOW AND STANDARD SLOPE: STEEP SLOPE: Use FI T- nails yid EIGHT spots of asphalt roofing cement* for each ao..t WG.mn a+o wo..+J full Highland Slate shingle. For Mand -Dade, SIX nails are required. Apply I' diameter spots of asphalt roofing cement under each tabLcorner. Asphalt roofing cement meeting .SDI D45e6 Y)pe Il Is suggested. MWn.Dederequ're0 Six rab(MOneN I'(IS mm) inaeiied OW cenlr DANA1111Na(n). T e4m.Dede remr" SIX DO (e " in1eM over rlrlet O,IOuI a 0D'+ni Figure 11-3. Use FIVE nailsforewry HigblanASlale sbingla Figure 11.35 UseittP, nous and eigbl spots ojacpball mofing cranenl under eacb lab carrier. CAUTION: Eeceaslve use of roofing cement can cause shingles to blister. 6.11.1 Hip & Ridge for Hiahland Slate'". Hiehland Slate"m 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-R33 Certificate oJAuthori:ation #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 11 of 22 6.12 LOW AND STANDARD SLOPE Use FOUR naiLc for every full shingle located as shown below. Sulam 156 mm) is. L, (g-;) — rr-1 - 4r11 13.12' + 1312 —I-- 13.12' -1333M4 (333:iF) (333n+6 QOTRINITYIERD STEEP SLOPE I'sc I'OI'R nail. and four spins of asphall roofing cemcol for every full shingle as shown below: Asph:dl ro ding ccmoo me0hig X'41%1 04586 fy1x' II is slilgcaled. Apply I'(li min) slwLe of asph:Jl 1-mring Inclll :u shoed. CAMMO\: Excessive use of roormu cement can c:ulse shingles to hlisler. I Roolin0 tcmcol I~PmiN -1—(M f Wm-) .l 6.12.1 Hip & Rid¢e for Patriot'": Refer to instructions herein for Cedar Crest'", 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 3532.09.05-1113 Certificate oJAuthori:otion #9S03 6`" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 12 of 12 Florida Building Code Online try" BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats 8 Facts I Publications I FBC Staff I BGS Site Map I Links I Sear d Fonda r product Approval USER: Public User po _ Product or Application Search > Application List > Application Detail FL # FL12328-R8 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 TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden@tamko.com Kerri Eden kerri_eden@tamko.com Kerri Eden PO Box 1404 Joplin, MO 64802 417)624-6644 Ext 2305 kerri_eden@tamko.com 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 Underlavmen- al.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code i https:/Avww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtF2AezuadgOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 1/3 1/2/20118 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 ii Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underlavments 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 Report TAMKO Underlavments final.odf Created by Independent Third Party: Yes 12328.2 ASTM Tile Underlayment Coated organic underiayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 11 TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underlavments final.ndf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R8 II TBP14001.4 2017 FBG Eval Report TAMKO Approved for use outside HVHZ: Yes Underlavments 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 FBG Eval Report TAMKO Underlavments final.odf Created by Independent Third Party: Yes 12328.4 Moisture Guard A self -adhering modified bitumen underiayment. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 11 TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underiavments final.pdf 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 12328.5 1 No. 15 ASTM Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. 12328.6 1 No. 15 UL Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.gdf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.Ddf Created by Inde endent Third Party: Yes Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Reoort TAMKO Underlavments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdf Created by Independent Third Party: Yes https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtF2Aezuadg0iAramDGm5ebt5wRW28J8d8o6lCFKFGNQ%3d%3d 2/3 CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6'" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 http://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKOO ASTM Slate Surfaced Roll Roofing TAMKO® ASTM Tile Underlayment TAMKO® Master Smooth TAMKO® Moisture Guard® TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKO® No. 15 UL Asphalt Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from 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 undedayment 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. 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. TAMKOV TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non- perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKO® TW Metal and Tile Underlayment and TAMKOV TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOV 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 TAMKOV 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: TAMKOO 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 Shin les Concrete Tile TAMKO® ASTM Slate Y' N N N N YSurfacedRollRoofing TAMKO® ASTM Tile N N N N N YUnderlayment TAMKOO Master Smooth Y' N N N N N TAMKOV Moisture Guard® Y N N N N N TAMKOV No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKO® No. 15 UL Asphalt Y Y Y YZ Y 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 NSaturatedOrganicFelt TAMKO® TW Metal and Tile Y Y N N N YUnderlayment TAMKO® TW Underlayment Y Y N N N N TAMKOV 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 underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. 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, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. Y IR No 74021 • cc= STATE OF O R IV ;` CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417) 624-6644 http://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: U nderlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO® ASTM Slate Surfaced Roll Roofing TAMKO® ASTM Tile Underlayment TAM KOO 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 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. TAMKOV TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non- perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturers installation instructions, the FBC, and the 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 TAMKOV TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOO Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKOV 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: TAMKOO 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 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 andUnderlaymentShinglesShinglesRoofingShakesShinglesConcreteTile TAMKO® ASTM Slate Surfaced Roll Roofing Y' N N N N Y TAMKOO ASTM Tile Underlayment N N N N N Y TAMKO® Master Smooth Y' N N N N N TAMKOO Moisture Guard® Y N N N N N TAMKO® No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKO® No. 15 UL Asphalt Y Y Y Y2 Y NSaturatedOrganicFelt TAMKOV No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt Y Y Y N Y N TAMKOO TW Metal and Tile Underlayment Y Y N N N Y TAMKOV TW Underlayment Y Y N N N N TAMKO® TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. REFERENCES 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. 11//I IpIYR. OSP RAF '• No 74021 D : cc Z 0. STATE OF AL , .,` % CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1/2N18 Florida Building Code Online n7 BGS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I SCIS Site Map I Links I Sear d ricb b/Y j Product Approval I t1—Oq USER: Public User F, , •. Viµ,.. j•L t•'1 e0*4 4. v '`'9tjdi Product Approval Menu > Product or Application Search > Apolication List > 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 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 i,fJ 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 U Yes '-) No "I N/A Product Approval Method Method 1 Option A f I Date Submitted 11/08/2017 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVjdikEkuTrIzAU6DFsUcmbpCG3RoA%3d%3d 1/3 1/2/2018 Florida Building Code Online Date Validated 11/08/2017 Date Pending FBC Approval Date Approved 11/12/2017 FL Model, Number or Name Description 3792.1 1135 Roof Louver Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be Certification Agency Certificate FL3792 R10 C CAC Lomanco 135-2000 - NOA 16051025.odf Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions FL3792 RIO 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 RIO C CAC Lomanco 700 Series - NOA 16051028.odl Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 RIO II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports F1,37-92 RIO AE Lomanco 700 Series - NOA 16051028.Rdf Created by Independent Third Party: Yes Certification Agency Certificate FL3792 RIO C CAC Lomanco 700 Series - NOA 16051028.odl Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 RIO II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 RIO AE Lomanco 700 Series - NOA 16051028.Ddf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16053028.odl Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 1I Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 RIO 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 RIO II NOA 15-0709.09.ndf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE NOA 15-0709.09.odf Created by Independent Third Party: Yes B k Neut The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVjdikEkuTrIzAU6DFsUcmbpCG3RoA%3d%3d 2/3 MIAW _A_DE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (PER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/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 I through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. A*wA- 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 El 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 t6" 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 l00(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC -98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM -013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-00 1 -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'h" 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 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 ME Mm 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 Mm 700 SERIES LOUVERED ROOF VENT ME Mm 700 SERIES LOUVERED ROOF VENT DETAIL B 11100 16.00- 750 t: 750 SERIES LOUVERED ROOF VENT 4.41 9t NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 16.t 750-S SERIES LOUVERED ROOF VENT 4,° i 91 NOA No.: 16-0510.28 MIAMM DE COUNTY 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 u NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 COLFTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Slrcel, 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 ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. Ifany portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. Ay"%A_ NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: NOA No.: 16-0510.28 MIAMMAD; 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 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 I00(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 MIAMMAD; 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''A" 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 ]''A from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf ' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply %z" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 ME M I am' Mi m M 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 M I am' Mi m M 700 SERIES LOUVERED ROOF VENT ME M I am' Mi m M 700 SERIES LOUVERED ROOF VENT I 21; 1 115,33 DETAIL B 11,00- 16A 1,00 16A 750 SERIES LOUVERED ROOF VENT 4.91 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 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-S SERIES LOUVERED ROOF VENT 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 9 i NOA No.: 16-0510.28 MIAMMADECOUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMbOWDE 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. 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-CateQory: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Aeency Test Identifier Test Name Date Center for Applied Engineering MDC -98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM -013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roofdecking with 1''A" aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply %2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 6IG20-3 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 I 20,331 115,33 t DETAIL B 750 SERIES LOUVERED ROOF VENT A-91 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 FASTENER NOA No.: 16-0510.28 MAMMA Expiration Date: 08/16/21F-jimmig Approval Date: 06/30/16 Page 7 of 9 DETAIL C i 11-00 16-00- 750-S SERIES LOUVERED ROOF VENT 4.91 41 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 11.04 -fi 1 23.00- 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 4i NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 4 iy. slo 99" i SCIS Home I Log In User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FaC Staff BCIS Site Map Unks Search Florida Y(110Product Approval IUSER: Public User bpi1 ••:l;l' {-..• Product Approval Menu > Product or Application Search > Apollcatlon Llst > 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 Address/Phone/Emal I 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 CAST -CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext 128 cparrino@castcrete.com Craig Parrino cparrino@castcrete.com Craig Partino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Structural Components Products Introduced as a Result of New Technology Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard ACI 318 TMS 402 Product Approval Method Method 1 Option A Date Submitted 10/18/2017 Year 2014 2016 Date Validated Date Pending FBC Approval Date Approved Summary of Products' A 11/14/2017 11/21/2017 FL # I Model, Number or Name Description 158.1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL158 R10 C CAC NOA 17-0821.18.Ddf Approved for use outside HVHZ: Yes FL158 R10 C CAC NOA 17-0821.19.0f Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load FL158 R10 II NOA 17-0821.18.Ddf FL158 R10 II NOA 17-0821.19.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Eack rooxt Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 85D-487-1824 The State or Florida Is an AA/EEO employer. Comdaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement:: Refund Statement Under Florida law, email addresses are public records. Ifyou do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Secdon 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter455, F.S. must provide the Departmentwith an email address If they have one. The emalts 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 providethe 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 didt here. Product Approval Accepts:. r. -c;;-;]® Credit Card Safe J M IAM IDDADE MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) it vtiv.mlamidade.zov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the 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", 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 Pan ino, 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 ofthis 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 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 ofNOA. 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 1114-0903.03 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. AMENNINNIElk NOA No. 17-0821.18 MIAMIDADEGOUNTY Expiration Date: 09/11/2018i Approval Date: 09/28/2017 09 /Z 8/11017 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 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., datedMarch 24, 2003, last revision #1 datedApril 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS. 1. Test report onfleet -al testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculationsfor 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 4stem'Manualfor Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System .Manualfor 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 I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mimni-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. L P(elmy A. Makar, Y.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD461Z titled "Precast and Prestressed Lintel Details", sheet 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 of3, prepared by Craig Parrino, P.E., datedMarch 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 ofPermitting, Environment, and Regulatory dffairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTFlER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifidng 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 ofRegulatory and Economic Resources ORER). E. MATERIAL CERTIFICATIONS 1. None. ljk, WIL1,11-1 elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details"' sheet I of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables". sheets 1 through 3 of3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certBeing compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (REI). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. C--' Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09111/2018 Approval Date: 09/28/2017 E-3 HIGH-STRENGTH PRECAST AND PRESTRESSED CONCRETE Ua oil= 41,11 ER7A[E3.rl E5Q1it 7®Fl-7IC1Fi VFf3_1 G O rota lEil:J tit>Qr1i r i 7 alE7r ts.!s1_] LiQii VlFi2:JllClti Vdrraf a]•allJa[]r:13 iGGL'ir++`s"GC rJLrs>fCICS/aE?l 'ta.!1:.l' =rAKT- alcnmwyp mumri•"'rrSaF]rt%!T_iT_7rZom 'rQaraaaort.rc a-carmat:.fe»v icr o rye 13mmKVataL.aEMAN r-+•2rsm r:,rt r r nas atisa..r..rr c rrLvrxmcinlrta rre rta.:rrsrrQ;o m©atira>.7i,„a EGs gr--w uan...,, rriryrlu'._:mc;ca icer CTr*. •1az:ar :us:-1rU ri1.u^.IrrlG]• 13c, rr}er+a rtas [tsc area- :re ec.lric:oo rriod«aauarcit” eors6aaurtam[meaenu [ecy o E pE7[CifEl3 l Flu'L^7F iCJaO k,, tocsauarti r vca!ra avartta cim ac arz ioaryv irc v oea3aFrrrsuirarr r?nr,avno .: : _ r r r : •i .; rt frrrarilru t iar9r%i r.:rai W/Jmu IIY:IF T.Y Yr•liiL %ihnu.11 r .WO i. s2c. a3C,rrxfr i/ct_Iarpn.r r rSsacs v>• •511GT{i L(i1 Y11Y a•,uu r i r2iCGJft7aasrrST7arrcL^irSaSaISI rjndvaO rrc nrnarc>e ^ rrmvrea_.=t sa n yeraEmr.:3iattartr.!ene ve e vao rriCSirT:FaFSfrkllL:dRiC7 :115.':: [S 7Fe90 aici•an acid•f•.ttiJ••U4:::.1.iG1rr/tts':::1 rlr/..v c.,.. • i,.. - iCGlirT"t[iil[.'lSt=9 r dOri1_L'`[r'iFg7tt7 aiQif [7QI•JOC7i '" RS:>[1131.J [lYlkrom rC7ClfiflL7Qa rFfiTn.IrrQvr rtaraso aprrai arrrrt r rr>rd+txu ih7/rrnraitarrn r t+. f[fiatsraLL ea;"e'eyo rras art+rn. >.:rt.r ..'nrztran. tma arrvf: rrzr[srlamaw [rt11;1r r o r rmrrctlr w[ aarrus.2Xm rZN" FL 33%4 r r r r 4Nua,iq:,:rra:uv}ibr, - yAeVArS C CAST- RETE c GENERAL NOT I) Ydedele: fe r i I2•_p Fdamd6ted ' om re rot . 3= pl ami wr. oeaif+ada 1 1 W. M 00•oet co"mAsstA515 raxlor Prr lsaa CM t1w Y or 3 2)m a0r bad Idle ba" sR mWwom 4 bch romhbl b-kq. Eosllhas6re loaab i own matby w4th b ho ft. a ;= 3) Ptak• hA MOW bW as had I*tk 4) the mamba in pRadhesb baadm Ur Punt reas6m for pro& 40 fbk e4Wd /ebR. dix'm1$ °4 bad pI4ewfra0442M 5) N blab mrd or mad360 dtomcpEllali®eed t/laa *&dim laterade. Um b WedG& Secs• 1 o tw to OW W Ilska 9 1 a) Shea OW btob a MFSVL 4• ad um to be Wil d 4' ameabe baladal a4 a' daraoa Ivallodat o1a) W/ obr ibWW3 dxe. mabNd mawt000of10 oabTeebal a) Abe dalgar aal wabde amsu*dW bob IMM 9" d• led loblr 61 e`mmHaw rubt'q carni ad e6ec at d -a•• tam as 11) tldbra foe adbi robs b be lo=W d W balm d the btd oa*. TYPE DEMCNAMON 12rI lata em OOIR / a -11•Ua C V WR 6,-2B/ 12T 12) oeme/ab W opted qroWq. k" •alba d to a:& b 13) Us =WW swim t WAr bWdW b ak&r eamrda •eae dd baa a oeq d does• "W b ammd`a(yAah3gARM CC--o e a a&. a1P p- dw roeQ 5% 14) sb44W abohdddda• loot IM xmOY•f bodiNadF Uo k°ndMLl RUN bead mcmi b$4 + APPard IWuirl boi S 1.0SWT**.d lad SMo tuh•rd bad IS) fa as poft fold hd;W rot dam aw ede ba4 traa asd bar EW/ aboea. la) Por NO bm0b mt abem ba ab bW raa =A Wm W NOO darn 17) 5d• bode a• aapabaaed almotb bods la) ado bods bM4 a aaoed ddp eaeyte Fm 14 00 -W a. W 31 19) NconcMaoavn3 Italoa Ib Ptd 9a duYrlde mal 1 5 FM* TOR r UWRS 1/2' CCR TYP -s, v.; SS RF81R EOR 12' UNIEISttraca4ooff4ta0 r PROD= RSViSSO 8118 p<omoybm6with tbaFloick swiftAtop.m1e•Nv1.18 I 1 1 Iev4viaaod• •/9 S& t iaam ae a uear P)m rvrwma T f y r-Vr am g T: ova am t•JL 4 < s on= "I Ir mm Rovemrmw 1S ACJ PUM It w=omo 12' HWOL VOW 4S8 1. 8F32 offwc-,- 6FB 61`28 SF12 61`24 SAFE LOADS FOR 4" SOLID LINTELS W-4-4" GRAVITY TYPE4S8LENGTH TYPE LENGTH Y-8• (427 PRECAST 1180 4'4' (481 PRECAST 959 4'-6' (547 PRECAST 789 5'-10'(707 PRECAST 480 6'-6' (187 PRECAST 360 7'-6' (907 PRECAST 260 9'-4' (11 27 PRECAST 156 10'-0 (126' PRECAST 116 6F16 12118 C—CR•,ti UPLIFT LATERAL TYPE LENGTH 4S8 4S8 S-6' (427 PRECAST 687 371 4'-0' (487 PRECAST 597 320 4'-6' (547 PRECAST 529 258 5-10•(707 PRECAST 407 148 6'-6' (787 PRECAST 366 118 7'-8• (907 PRECAST 280 87 9'-4• (1127 PRECAST 187 55 10'-6' (1267 PRECAST 152 43 12FS 12F12 12F16 G : •' i^,Yw is L•. ? • ora• -Z t4•t .,. M1.1(.'r `r•11 J' 4' .••e:{..'Il •J•.i/I!. r1. L 121`28 12F24 12F20 tS. iCRAIGPARRINO• RVD. clllll PRODl1CTRRVISIiA OWIdr'ryi'tb dN as Fla4ii 8324CR579 6F20 SON G`•bSE 3 CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES IU IWIC CMU -44 I WA m mun MW3fate M alb Ow" at: aaa 1um m - m as 40Sa OPaal ft W612 m 1 ar r SAFE QRAV1TY LOADS FOR 6" PRECAST U -LINTELS 4mm4wll" SAFE LOAD PLFSAFELOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6116 6F12-185F16-186120-I4-18925-16OF32-18U11 -1B B6F2 3'-6' (427 PRECAST 2332 2678 3892 5050 6148 7227 8297 9387 4'-0' (487 PRECAST 2025 2313 3892 5050 6146 7227 8297• 8357 4'-6' (547 PRECAST 1654 1687 3633 5050 6148 7127 8197 9357 5'-10'(7D7 PRECAST 1067 1260 2198 3557 5734 7227 6297 8225 6'-6' (787 PRECAST 949 1078 1831 2850 4328 6737 8297 9357 7'-8' (907 PRECAST 779 883 1459 2188 3151 4524 6654 9357 9'-4' (1127 PRECAST 584 660 1056 1523 2084 1795 3731 5017 10'-6'(1267 PRECAST 503 560 895 1270 1706 2236 2898 3747 11'-4'(138) PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-0'(1447 PRECAST 425 477 744 1042 1377 1769 2278 2808 13'-4'(1607 PRECAST 373 417 646 895 1170 1485 1852 2285 14'-0'(1657 PRECAST 351 392 505 835 1087 1373 1703 2087 17'-4'(2087 PRECAST N.P. 1 299 455 620 794 985 1198 1437 THE NUUM W PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 1 SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATERAL LOADS FOR R- PRFCART LLLIMTrLS C SAFE LOAD PLF LENGTH TYPE 6U8 6F8 RCMU 3'-6' (427 PRECAST 587 1055 596 4'-0' (487 PRECAST 487 787 445 4'-8' (547 PRECAST 416 609 344 5'-10'(707 PRECAST 300 350 198 6'-6' (787 PRECAST 263 496 157 7'-6' (907 PRECAST 222 367 116 9'-4' (1127 PRECAST 173 352 74 10'-6'(1261 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 32 17'-4'(2087 PRESIRESSFD N.R. 130 21 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6- PRECAST U -LINTELS 4mw4mN SAFE LOAD - POUNDS PER LINEAR FOOT LENOTH TYPE 61`8-11 6F12 -IT 6FI6-1T 6FWAT 6124-11 6F28 -1T 32-iT S-6' (427 PRECAST 1412 2074 1715 3356 3997 4638 5279 4'-0" (467 PRECAST 1225 1800 2357 2913 3470 4027 4583 4'-8' (547 PRECAST 1063 1592 2084 2577 3089 3562 4055 5'-10'(707 PRECAST 831 1222 1600 1979 2357 2736 3114 6'-6" (787 PRECAST 723 1097 1437 1777 2117 2457 2797 7'-8' (907 PRECAST 648 86304 1249 154401 1840 2135 2431 9'-4' (1127 PRECAST 575 57194 980 ft 1252 1492 1732 1972 10 -6' (121n PRECAST 514 462 7871121 1334 1551 1706 11'-4'(136) PRECAST 474 40404 685 em 965 1213 1442 1645 IT -0'(1447 PRECAST 454 35700 619 888 1093 1299 1506to 13'-4'(1607 PRECAST 402 308 516736 906 1076 1247 14'-0"(1687 PRECAST 365 28500 475 677 832 989 1145 17'-4'(2087 PRECAST 253 208338 476 585 693 803 j) THE NUMBERS W PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REM SEE CE)4FRAL NOTE NO. 4 PRODUCEREVLUD Of mmplyiag w8h tba Plmlda BORdi-gCOde Mt ytz ONo . Lei ba DOM I818 Dytdienl U CO." PRODuCrRDVWrD D9mt vnn lee a1a,4, doLyr TooDya o - ,- -V .07 2 8R1P.\';`• CRWGPARRWO G • &124 CR 579ONALV ,0' 5EFFNETL FL 30584 aCO^ha eryouu'44PL.PF-MNO.44756 CAST -CRETE 4", 6" & 12" LINTEL SAFE LOAD TAB U751I 9[tT I of 3 A SAFE GRAVITY LOADS FOR 12" PRECAST U -LINTELS m SAFELOADSAFELOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1208 t2W28 Ial!-!e Ixte- tmo-28 IM4a9 In26-29 uFs7-2e S-6' (421 PRECAST 3428 5000 5838 7619 9352 11060 12755 14435 4'-0' (481 PRECAST 292J 4232 5878 7619 9352 11050 12755 14438 4'-6' (541 PRECAST 2396 3464 5304 7619 9352 11060 12755 14436 5'-10'(707 PRECAST 1612 2320 3218 5234 8487 11060 12755 1443q, C-6' (781 PRECAST 1363 1986 2679 4198 6421 10032 12755 144 T-6' (907 PRECAST 1138 1628 2131 3218 4676 6756 9763 1 V-4' (1127 PRECAST 795 1216 1535 2230 3083 4167 5593 755 10'-0'(1267 PRECAST 614 1043 1295 1653 2515 3323 4334 5532 11'-4'(1361 PRECAST 518 945 1162 1649 2216 2893 3719 47 12'-0'(1441 PRECAST 456 878 1 1073 1 1513 2020 2617 3733 4206 13'-4'(1607 PRECAST 359 767 928 1294 1709 2188 2743 1 7409 14'-0'(1687 PRECAST 321 720 865 1204 1584 2017 2451 3106 1T-4'(2081 PRECAST N.R 4511 631 681 1141 1428 1750 2102 19'+4'(2327 PRECAST RR. 343 477 700 925 1152 1380 1609 U) IIIE ME= IN RAWK 9[ AM MUM KWLV ca wN W4Dt 40 iiia AM NEF1N, LEE 6ElI A NOTE N0. 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U -LINTELS dmw_*,eea SAFELOAD SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE IZW 12IF6.16I2Ff10- IN14-Z 1214164 MU -21 180264IMO- 4'-4' (527 PRECAST 2538 2942 5466 7584 9640 11689 13679 15679 4'-6" (54) PRECAST 2319 2740 5468 7564 9640 11669 13679 15679 V-8' (687 PRECAST 1347 1841 3555 8395 9640 11889 13679 1567 5'-10'(707 PRECAST 1259 1758 3361 5954 9358 116i9 13679 1561 8'-8' (807 PRECAST 924 1430 2633 4415 6884 1103qj 1257 1480 7'-8' (901 PRECAST 703 1203 2157 3494 5259 7922 9623 113 9'-8' (1167 PRECAST 369 843 1451 2157 3203 4427 5417 6380 9M 4 FW AM Fm 3R cum II01® ICOGS FW. oaocesT IIA Dnrl C C-srCmm SAFELOAD PLF LENGTH 1YPE 12US 12F8 RCMU 3'-6' (421 PRECAST 1295 4841 393 4'-0' (487 PRECAST 1295 4841 299J. 4'-6' (541 PRECAST 1049 3922 2417 5'-10'(707 PRECAST 681 2547 155 6'-6' (76J PRECAST 579 2187 12 7'-6' (907 PRECAST 474 1771 91 9'-4' (1127 PRECAST 355 1326 58 10'-6'(1267 PRECAST 306 1143 4540 11'-4'(1367 PRECAST 278 1041 38 12'-0'(1447 PRECAST 260 971 345,1 I3'-4-(1607 PRECAST 229 857 278 14'-0'(1687 PRECAST 216 809 251 17'-4'(208) PRESTRESSED N.R. 633 16 19'-0(2327 PRESTRESSED N.R. 534 130 4'-4' (521 PRECAST 1295 3692 25 4'-6-.(54j PRECAST 1213 3458 2417 5'-8' (681 PRECAST 784 2236 1 5'-10'(707 PRECAST 747 2129 155 6'-6' (601 PRECAST 602 1716 117 T-8' (901 PRECAST 504 1438 91411 9'-8' (1181 PRECAST 1 355 1 1011-L.SjZ9m, ftODUGT sE l&a c Ae fad. ti" 4— SEE GENERAL NOTES - SHEET 1 OF 3 SAFE UPLIFT LOADS FOR 92" PRECAST U -LINTELS Cwe7 wA SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TMPE 1218-21 12FI2-2T 1t IWI 12M -2112M-11 12M -2112F32 -2T Y-6' (427 PRECAST 2752 4287 5613 6938 8264 9589 10915 4'-0' (487 PRECAST 23% 3721 4872 6023 7174 8325 9477 4'-6' (541 PRECAST 2113 3291 4310 5328 8347 7365 8384 5'-10-(701 PRECAST 1823 2527 3310 4092 4875 5658 6441 6'-6' (787 PRECAST 1444 1538 2972 3675 4378 5081 5784 T-6' (90') PRECAST 1287 1167 2163 319 3008 4417 5028 9'-4' (112') PRECAST 1028 117 2006 2590 3087 35 4079 10'-8'(1267 PRECAST 920 947 1612 2281 2764 3209 3653 W-4-(1367 PRECAST 658 8290ma 1404 1982 2441 2902,3384 1Y-0"(144) PRECAST 614 753 1269 1788 2201 2618 3032 13'-4'(1607 PRECAST 678 633 1057 1485 1828 2169 2513 14'-0'(1667 PRECAST 622 586 974 1365 1679 1993 2309 1T-4"(2087 PRECAST 434 427 695 964 1182 140 1623 19'-4'(2327 PRECAST 366 370 593 817 10024 1187 1372 111 IRE KW U5 Of PNLQMM ARE rFRMrl NEOIIC lilim16 TDR DUDE 40 a AM ISM SEE 04M AWOL 140. 4 SAFE UPLIFT LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U -LINTELS lc""4 m SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1t9F6-2T INIO- IIN14-1INIII.2 12W22-2 WWI I26F30- 4'-4' (527 PRECAST 1626 2665 3746 4806 1 5667 6928 7989 4'-8' (541 PRECAST 15% 2582 3602 4623 15643 6664 7684 5'-6' (581 PRECAST 1210 2042 2650 3658 4466 5273 8081 T-10'(701 PRECAST 1173 1984 2769 3553 4338 5123 5908 6'-8' (801 PRECAST 10201 1538 2426 3114 3802 4489 5177 7'-6' (901 PRECAST 904 j 1226 2163 2776 3390 N 4003 4617 0 9 8' (I161 PRECAST 703,1 771 1472 2181 2663 3145 36n.j Q3";. • • • • - ILRIBFI6 WPAKEMK s6 AM Pf1K W REmD Wd FOR 40 Aha ACKO KWOL US OFMI AL ND1E N0. 4 447 PR017UCFR6v1sGD 0 d h OIe FlaAJ4 AeouPl mNo0 0 3 Q' EI llabn UaIJ' a T % IgqF/ o snR1vP-••&i240CR 0 ty A8 i/O E G` SffFh6Tt4Q 93584FhF,NAij444 4 I..P.E71'.11(01.41bl9S CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES NIL two Dmw-11 oLarl m 401W1 MUA YAG 1 17 W=== = I muu o/LVW I QKm IM 2M 3 aF sI MIAMI DADE MIAMI-DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ivww.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revolve this acceptance, if it is determined by Miami -Dada County Product Control Section that this product or material fails to meet the 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 ofAcceptance number and the expiration date by the Miami -Dade County Product Control Section, NUSSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL ofthis NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or ifthere 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 ofNOA. 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 thejob 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 Re%lmy A. Malcar, P.E., M.S. MIAM DADS COUNTY NOA No. 17-0821.19 Expiration Date: 05/212022 oq ZglZo / 7 Approval Date: 09/28/2017 Page I 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 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 of1, 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. HamoA 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. 'Calculationsfor Cast -Crete 8 -inch Lintels, dated 11/11/96, 45pages, 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 11/13/95for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29/96for #5 rebar by Birmingham Steel Corp. 6 Mill Certified Inspection Report #58-A66332 dated 01/28/96for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M19.805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96for #5 rebar by Birmingham Steel Corp. Z4, 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 04/05/96for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manualfor 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 I of1, 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 45 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8 -inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/2U2022 Approval Date: 09/28/2017 L-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheets 1 through 3 of3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 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. Letterfrom Cast -Crete Corporation, dated January. 18, 2011, signed by Craig Parrino, P.E., certng 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 B-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 of3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 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 ofRegulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. A-"/,/ Y4 &—, e my 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 ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 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 onflexural testing on Precast Concrete Lintels Filled A%lodels, 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 MiamiDade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. I Cffeirny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letterfrom Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. W. elmy A. Makar, P.L., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-6 AST'CRErAE HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS 11111 r M000MUNM DpODUCTRFVISDdoFlald• a commlTlnA %1U, he Haft& u2-1-C•N UPS30 BA U70RUPS E "R" STIRRUPS `t t n ro TCkS STIRRUMILS TIS iF" jAiLS r<7aeL`1 _ I.117L•.YiaC:13ui1• .. 1 efi:T RSwI Ist1f:1•Il•:FICI AIN µRtOAs oeAos to O11t A.ur r/ 1• iClt:pI E.f<JDE'1!J]iF1tSLAlL'GiiQFiG 1= OWIaO f7aCl IOA-OfLAiA/pR AEFttsiWO f0 OQYLU 1s1A101 AsriA41L RI&= iRam= I. %M TK IOJy6amN Tyoc 1mo0. SrA 1wuvsNE" llawyall,J UMM DFL] I1"EIOECV1 0 i MMMMMfosC[ 070 a ( l.. UA" UIN IUM D? - iL]iDtiL`7[D" 0 DEEIL;`7lT16! [>dV6iiDFFGY[3tll11C7Dtr.i''.l.f Li ii MEL " TG lln 7--r}}1v.Y i" P fflw.r Gti7ll:• 7} s•I;j''^^,,[[11- nn ll!•L•!;jl;ll L;; 4I1:I rril f+l0lOs l u':1'•. 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MV& of cont WN K lgc0 U LMU of renumo una Ammo w oar L six"W PIg1J M Is[TISNUO To sluff ww UM wxKw fa= PAODUCTQCVIa' D WwIdShO a0¢ W F6dd0 Amepbees0laJ O 03.02 uoRDluy,rG MG PAF$W 6924 CR 670 SEPRRER R 3M. FL.P.E.W. 80.44766 am CAST—CRETE 8" LINTEL ry / nn ne 0970 6 DCP7`ACT R PRFCTRESIIED U.IJAITFI.B a mcns A a LATERALr.LOADS FOl-tNsts SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U•LINTtLS C-- UW SAFPLF SAFE LOAD - POUNDS PER LINEAR FOOT ryPE 800 020.00 entre aF1e••® alta -as 04:4.00 e 6Tu•w LENGTH 785 we -to 6n2 -9a Ana-% 6120-18 104-15 0126-ts aa2 Ia Y C (427 PRECAST 2231 3000 yM 1 MID 460 0163 MU 601 750 6064 0974 an 16974 10951 Ilan 4'-0' {467 PRECAST 1968 2561 I693 2731 406 MO 618 490 NO 0961 0974 7014 Im14 6101 1109 4-0' (547 • PREOI lypy tail 210 2110 4375 nal 6113 3733 7541 0 4370 607 6000 10296 6224 1(601 5'-4- 64 PRECAST7 1217 is" 1667 14U JOa 1919 0765 260 73p 3197 36111 ani 4241 101 5-10- f'frW1SfC70 1002 1101Nsl 1173 scat lal 436D 200 m 2541 3000 7151 3170 an 6'-8- 787 PRECAST 900 1276 1239 It7 2177 3400 763 5111 3707 630 Qu 1 5011 SIM 7'-IY (907 PRECAST 7 1011 1021 Int 1 2672 tat 223 3016 2106 0002 3191 097 3163 s<n 9'-4- (1127 PRECUT 554 w6 162 Ila 1245 Ing 1643 2321 2314 34a 3400 2615 4 33U 1310 10-6'(126717FEGlST 475 643 IOSt 1217 I= 200 2013 an 2761 2163 26th 1734 11'-4'(1367 PRECAST 362 aa2 5R 945 146 7366 1766 16i6 1646 UZZ3 2427 ata 310 1 m 4966 It -O"(1441 PRECAST 337 540 540 673 6n U54 1254 les 1664 2193 2IW 2605 I 2605 I 31st 3592 13'-4' 1 PRECASTOn 209 471 472 765 1 755 1075 1 1073 1420 Nee 1670 1036 2310 1 1310 2%] 1 2567 14'-0- I PRECAST 119 rn 442 703 1 702 1002 1 1002 Ina I= 1697 IW 2127 I 2127 200 1 247 14'-e(1710FRESTRESSTD NR 0556 lcl 70 tat 1376 to 1901 224162 IR IS17 x 27112 15'-4'(184'] PRS N R. 6a U2 907 110 HA 1 1230 011 1M Na 2630 a 1 232o 0 ars 17'-4' (2087 PRS NR, 306 61646 45ash tae 1109 Nn few ea 2 19'x'(2327 PRESTRESSED NA. 273 42.0 9R 760 aR 1031 hA AIR 16 iIsis RRNR 1716 21'-4'(255') RtE9IRfSSEO NR to to NK 311 m 590 OR 8457 e 4 MR 1756 AR 4360 22'-O'(26171AUSR4ES O NJL 181 J0 xi 030 M 164 W 11167 NX IfCI MR 1311 24'-0"(2897 PRFSIR m R.R. Pit 179 I in 270 PillNR 150 636 mM a4 1092 un SAFPLF LENGTH TYPE SUB SFS RCMU 3'-6" ('127• PRECAST 1025 1024 1698 4'-0' (497 PRECAST 785 763 1308 4!-C •(547 PRECAST 582 591 1073 5'-4' (047 PRECAST 411 411 745 5'-10'(707 PRECAST 340 339 016 C-6- (781 PRECAST 507 721 490 7'-6- (90) PRECAST 424 534 363 9'-4' (1127 PRECAST 326 • 512 230 10'-6-(126) PRECAST 284 401 160 11'-+ (1387 PRECAST 260 452 154 12'-W(1441 PRECAST 244 402 137 131-0 (1607 PRECAST 217 324 110 14!-e(1661 PRECAST 205 293 100 14'-9'(M-)PRESTRISZED KPL I 2$4 81 PRTSNEO N.R. 259 83 17'-4-(2087 PRS N.R, 194 64 IV -4'(2327 PRES7RES%D N.R, 148 52 2l'-4'(2567PRESTREMD N.R. 125 42 22'-0-(2647PRESTREM N.R. 116 40 24'-O'(2887PRESTRESSED MR, 91 1 33 aari SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 616 -rt tl112-17 AM-ITISM-ST GMAT E IDAT OM -IT LENGTH 6n-21 6712-a IF16-21 en -0T V34 -2T a2e-V araz zr 3-e (427 PRECAST usl 16n 2055 2056 4 3524 4394 4391 5767 Ste 61]2 6 32 70Dt 7001 4'-0' (IBR PRECAST Imb 130 m 2302 as 300 3616 3813 4376 6433 0016 6070 4-6' (547 PRECAST 1207 9707 2M tow 2707 2707 3013 3375 1013 011 47l 5379 5379 5'-4' T47 PRECAST tootoo R 1715 1 2270 9770 I 2170 2670 339 Mn 316 390 1 4521 4522 51-10'(707 PRECAST t01 919 1511 2597 3 3107 7 3520 4733 TLV 6'-6• (T8' PREAlSf 635 In N 1101 1 IOn un I Ing 2790 3731 ml 37 3712 7'-6' (907 PRECAST M 717 IM& 1224 9024ad 1624 205a 1 2079 ZMlea 200 tax 3726 3770 9'-4- (1121 PRECAST 511 59) 788 m 611 IMP 2310 1474 ad 1613 19150 1 1969 11570 2104 Do 1 2010 10'-0-(1267 PRECAST 530 570 196. 095 Me Ileo 1115M 147 1161a 1701 173led 2073 2011 2340 11'-<'(1367 PRETASI N4 433 604 607 BMW1077 104 137 im 1643 1543 11115101 170 2107 12'-0' 144 1 PRECAST7 vo 470 ass so n4 910 t,. GLIB 1302 11 19w 1390 ISIOMI Ices 2075 13'-4-(I60 PRECAST 4e 424. 380 411 607 711 A 183 1159 964 1416 1147 IM41 1323 2007 16e' PRECAST 304 110 350 423 511 m n4 log w1054 t3R 1502 1210 IW7Ct 14!-W(176-) PRESTRESSED 2n HI 334 395 40 ESD A m emwl as 2303 976 1318ad tut 1736 it 15'-4'(1617 PF SERFSSED 224 230 311 360 4a ftl ala 627 edl d 900 789 124 912 er, Isom 1036 Inc 17'-4'(2067 PRESIRFSSED 197 192 ms 306 403 60al 1 740 036 754 IIIc 147J 19'-4'72327 PRFSTR lot In 279 263 34 429 44 to 667 041 ap 1059 167 221 21`-4-(2587 PRESTRESSED In 142 106 232 307 371 333 377 450 nl 686 006 405 Oe 22'-D'(2.'641 PRESIRESSED 137 137 197 223 215 350 379 513 4R 106 648 005 030of 997 0- 24'(2087 PRESTRESSED 974 434 170 202 207 319 435 16 ODI 697 016 . n THE NUMBERS IN PARENIMS ARE KRCENT REDUCTIONS FOR GRADE 40 SEE GDOX 2101E H0. IS ON TIET 3 OF 3. d) 1 FIE10 ADDED RESAR, SEE GENERAL NOTE NO. 4 ON SKEET 3 OF 3. PACOUCTkm*twwolcam0Twa.i*ltnPkd%2 PRODUCT A CPRODUCTRAV95C•D ancOmplyinawNh Na M64 auldbig Cb44 L1 17ti11Mt/010nOd6a Owlai4cbda AcM 2 9 Acmptanett'b 02Z7•/¢ 04ee 2UvL lmae O/ro a) eg 22j&o NTR61_ NOTES - SHEET 3 OF 3 j IIIt31IM.0 Mt MUM 1"wlmw7 mmGENERALNOTE010, 4 ON SM 3 OF 3. PRODyUy!ayfr RamuDD006g7701d.7boOleKdo EQF y : .CMGPAWOWORM L t 1 • •'0 .` SEFFNER, R x3664 mt7FLPLUC.ND.44756 Ill CRETE 8° LINTEL FABRICATION DETAILS 5 SAFEGRAVITY LOADS FOR r PRECASTw! 2" RECESS OblOR U-I.INTEL.S 4 iase l 4sarn SAFE LOAD PLFSAFELOAD -POUNDS PER LINEAR FOOT TYPE 6afe-66 an w • 6616-06 1164 aPt m 0306 - LENGTH 88116 6616-I 1OD22-1 8076-1e MV30-Iw5 -le d1T10- 1eR422424'-4' 52 PREGIST1 1635 1716 1671 3355 3666 382 4316 6639 5426 6060 5193 6476 IBD 10613 4'-e' PRECAST5'47 1494 Ism 17" 263 36966631 674 3968 4269 8060 Ed 79 GM 10893 5'-8' (88 PRECAST 3911vso 1197 1779 2191 159 m7 6361 1239 60 Nal 7911 3968 0311 5'-10'(70' PRECAST 810 550 1113 1633 292 11,411m2124 6631 26{0 Oft 3176 MW 3700 6706 6'-8' (BO') PREiiIS,E 797 001 001 1928 1973 3178 3178 5016 b018 7747 7115 f/16 OG9 6'-W ( On 7-C (907 PRETYST 868 1 ISM 1980 1180 2459 2461 3776 3776 3743 5743 7739 Im9716'PRECIdT 411 879 61! 1500 2257 3120 4091 40 TRE NUMBERS IN PARFRES6 ARE PUKXW REDUCMMS FOR GFA01: 49 RW ADDED REBAR. SEE WGRAL NOTE N0, 4 GENERAL 1101ES MR LATERAL LOADS FOR A- eeerA_OR.d9-e I4Fr7FSA nnnR IrA mm A c""1!'""' SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 RCMU C-41 (521 PREGLST 758 757 1164 4'-6' (54' PRECAST 694 693 1073 5-e (al PRECAST 408 407 655 5'-10'(701 PRECAST 382 381 616 6'-8' (801 PREOIST 595 788 464 Y-8' (90 P813'AST 509 674 363 9'-8' (116 PREC0.ST 370 490 214 i SFE CENM NOTE 18 0 1ldrddr d12)m a 6••1/2' bee 4 "a d Oe 426 b ."aoadaYNrM9fae. C d 81.1 -4800edF. p Lm_ M Ids 8000 W bcbe 1 e a oewy/ h,0. !vOAOeT eYm+ slr=MAIM 6 14) ft aw soAe .f MAr Il Y aYir - tbn 7 ar o w64 d dorm.eipiOdyY poe ar/sf( bdoU 87910 O OQO ar rWr VMO.. dM eod+ Gil lqrppqq AW I6Uu -1,0 14) W sY6. Bald lir Ib auiLilo+Tei 0. We grollae"Otee 9 a-,6 Y414&do 270 b MumblewAwler87571{ C7A 74 re6bd W N+r" d Fib"W MO S ID fAS 4.YbW 61m YW e0_ oiieuo Ydi miW taekoFml:16 diYye/. IC6 I•40 F Wa s1._w! 63IY a wYW 1W 6 gide hated Y1 IQ y ear6Od4 6Nd OaiYe a0 Ami we mS Ytl 4m rol Iter MW L5mn 1 I Ydo. Iq red add 4o/On Oct Aegis nu re Yd 1" ow b p+ ho +orb 3) FMM fid now bd d hod lad. . 17) ide Fee w eepimpo d dbwdb lade 4)114 0164 F pmd* b Wnlw ha prat rdm*m fQ saj a BY aKd Aber. 14) Sib Inver Wood a Wind Acle ambb pw 601 670 ed AP 314 A-1. Y -Cm 332-11h6 " - M a tlN6 MR 3 t6) MriMMyvdd aaacrdNFr wyagdwyY . 87WMipNodn9K d87ad 13 AIiatQlwitthmaltua 66e1116a_6j8.1T-1' 41 bget rant M60 aaawa Pn000Cr RAEWW cyt6Mr aatq lea Adde il616aaorawLb the Fkni 10 SW4 laa4 N* v M"l 4P = Ct= 7) 0m n 16w mqr be db.6Lti6 Ur W 13 r4bm S)Ye W.D.Db-d (lb0id .ed a m* A W &-Nh td K a. dI. , 6,elA4'b°YJ.wlm1aemewlaild 1imldwd M IrU" fon d a06ab IQ) 6A - Nd Edd 11) 61ka IIY Wid ra0" Ie N bafd d Ow t.lbm of W bld —21. 1/2' CIR T1 5 , ITM i —,: i SEE SAFE IAIFOI, LOAD IAK S FOR/ ICOBVIO QI ttWC, 1081I8 FURL COURSE P1 03 Ram aA Or 6860 4 SAFE UPLIFT LOADS FOR 8e PRECAST w12" RECESS DOOR U-LRUTELS 4A707 0VM SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8278 -IT 16x1 46MM -1 8-I tt arm -W30-11 LENGTH IM -21 WO- Bart/ -2 ean6 zI eay2- aaeAe- MQ -71 PRECA601 BE]St tees 1668 2362 2362 3016 3056 J751 USI 4145 4445 6140 5140 4'-6' (541 PIIECAST 887 887 1604 1604 2272 2272W9 2039 3601 360! 4D5 42" 4913 41,43 5'-6' (68h PRECAST 675 1 7147 2328 2854 3382 3911 els 159 m 2328 2834 mu 3511 5'-10•.(70° P1IECASF 655 1307 11,411m 22M ai 2".) 3WSm 2169 VA 1237 1 1746 2259 7773 1 3280 1 2709 6'-W ( On 70 570 1,F 1060 1 ISM 1980 1180 2120 2428 2870 279 3321 338 7'-6i (90) PREGST OR— 742 1384, INS 2186 2597 1056 606 898 1364 1785 2166 1 2517 MSS 118') PRECAST 395 • lee m1222 4269 11159 flag 395 510 1075 1361 2016 iUl Vie.. A•. J •.!a: ! • ZgyaWe S am AT 106011 IOOR uHrc am '% of$1444+PAODUCTOtsvISrul 7 rMol oll 'Mm b...A .... + as tam9 ..&u7Wlhe %7I EN ' • t 60 1 i 9altd* MOILMh• DoPIOrW.44 2eZ2 1) THE NUMOM IN PARENIHFSIS ARE PERCENT REDUCTIONS FOR CRADE 40 t h camt" PARRNOF03LM i4t0t0hgtaO y74-- "—.aZ nW A00E0 REBAR SEE OFNERAI ROW NO. 4 1 UH @E$ 8E12 BE]St rWE: OESICNATION f f r wmmrN Is OEM AT I 601Wg or 111011 C011Tfir• I 8F1 6-1 2• : 1 8r119aIJ J `ti1WO1T 6 1,51910ALaf161916aVAR101 Vie.. A•. J •.!a: ! • ZgyaWeS am AT 106011 IOOR uHrc am '% of$1444+PAODUCTOtsvISrul 7 rMol oll 'Mm b...A .... + as tam9 ..&u7Wlhe %7I EN ' • t 60 1 i 9altd* MOILMh• DoPIOrW.44 2eZ2 Yltowpr;wv1S80aiH016ePhodli t h camt" PARRNOF03LM i4t0t0hgtaO y74-- "—.aZ CR5md1R1G\ JSEFF R R. 93584 R.PEUC. yWjM aau CAST -CRETE 8" LINTEL FABRICATION DETAILS MIAMI- E MIAMI-DADE COUNTY o PRODUCT CQNTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) innv.miamidade.eov/economy Cast -Crete IDSA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 411,611 & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section, MISSELE 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 ofthis 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 N 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 bDADE COUNTY D NOA No. I7-0821.18 Expiration Date: 09!11!2018 Approval Date: 09/28/2017 091 Z g/Zo17 Page I 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 of1, 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 of3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed andsealed 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, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04/10103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculationsfor Cast -Crete Lintels, dated 05/29103, 207pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2, Calculations for Cast -Crete Lintels, dated 05/29103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality Syslem"Manualfor Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details", sheet 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 Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. 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 of3, 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 ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certibdng 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 Depco-tment ofRegulatory andEconomic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 014-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, dated 03/24/03 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables". sheets I through 3 of3, last revision dated 06/12114, all prepared, signed and sealed by Craig Parrino, P.E., on 08/19114. 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 andsealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (AER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete LISA, Inc., dated 08/1912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108/17, 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 TYPE "r SnRRUPS r IYPE Ps L 17[]IrllliI/LYILL]t•1/L1 I r wo f .r F Inc wwolorm :m® maorrvrrinarat,rrn no rsc,.aT ,auaats I VEFrnl utaryrat3r,:c":mtzEnmca• r ltiltlr•Jtt[L a.a•`tua 2iil_.: ia G+.vs:a'_fcr c rbtimau,r17C"lr avesa.aoienosSarJat,r:i.:ss.rrrt a. t i[t lFLii7!lRi 11!"Cii r rr&: r`carrn ru"vmr Jsar.c;oL2 lvxiomrat- rL'•Ci[7f Q:1rtLL-7l]Gl<•rr r•,'['Ll E rravc;rFrc ru+rrrtsarcus irrc-r.rmr ifi>• rsadrt rlt. Qc rre.-Ar E•z:lnrr, rl o Jrfira re><s913MAKALUJOMEY-A roc rtr: rFrNt rFt'_ :rFGa Ti1 r li'?iiifi !1"lfi U 1 aioi rnuar:r:a¢sc r:a r ruc.o rrJzvrw•surl,v:,fuwus— 1 gnaw uruu uorcn uAl Laic L -a ucaa 23crtr*aauars W=A ra::artYti: WMLNiZ'J6EKW--£f." rcti.crnrr ta ra[ FM*anlii?nriCSiaV/.1 n.-r?T.ira aJatt• 7 i J v. , ,c.n .rrr. i.n:. sxN.r n rtcc asar9nm*.nra ra o t:rrsaravwrr• i7M1'u[11503 ii 61A. IA o...--,u r[rno 1 r '. r%r • rtr rararrrns:,Alrraamnt7rrtatrrmsrtin-azrz n rzrvmru ras m aur r.vmc F yoa FetaQ aaFcirurar•yva rt no RfCSiL F FTrfa rFlSLClfrf r21._.IrIS•FL"9 1 rrra rlas rr Fx ro CGl/nf.Y`rlll•J•SiTaft1:11::JrecrraLirc. raLaua:sslucr•ve GJ1 Ivt11i:_II r!I,.I ST• s , rrreyo ruts fF,C7[ 9TEAUU-1 rr'LYrOfr7!-iC r1J:J[k ri1.1L:.1rF iRC'J rlwmlJrF"r2jL rr r-Mi RIDE FLL"!lrL=Wr.?QiC]tILfCJrt1 rte ar}e rr.•evr Tr rtJftl:!iL:•:C•1t•i7Fi n c-rnnrs M,a-.e•aravrrr•t:ti,lr, rt7 r i[ZiC C7l:i ZTr-c,F,anlslect rrnrr 1 r rFLJI211'..^.JdC1i O K7/.l CFl 5n r a •` FL 33%4 lot It PRECAST AND PRESTRESSED LINTEL DETAILS r,.ry.aaa,i;,_r aay yi•r rrr iA C CE E rim a r l 4FNEA NOTES 0 ad.ttdc fi road :rJ009 Wa p1 dn Jys tub op eb as pawwo;; tay ( . Iko odM C90 eUl oiMo nd mAN pv /5S01A0Wr'rsi "I s V1Gr 3 2) Al ab lad Mlle band en .beam 4 bnb wfdmd bM4L1caSatS+ Sef. trairWklhoi9p119>1 Ian 9 I/3 =l i91i 3) PIaW bl meds bed WA bad WAIL d) pnoo 40 tru emrb•a" the paced memw fa jr,d6 V ,;21"172.40113telst9ai •h 14M In pp 142604 S) a fdab mat v amd d F>.oc9Ccs ru bR+ IQ 1 d d Mopsrub .r amN t/190 ddkndablo.,q Okada taMuuli mel 6hw lMiw EiO&I 9) Slam Od rm%N a rq•d. 7) 4' NO Cobb to ba betdd t/ 4 imaldo, 4dndd end a' ae mb. vutmL 9) lal 9n0en/.11•dmmt d ter mod cafi* In•Ib W enibcbllal and%a d.she•I d.rmn.ntz Y) tamdatddopA, GR irai Md$* ow"tt ad 4ard dd-- 4m (mm be tm M rooti` IaMI orlo ,aUu ed Wdw aM 3-1• Wg ndrJta d WW* b 13) the aslaritr ads• coovd dmdsmbteaalulq arod. am W4tgLlQNryPy79i4 14) . 11aAa M a. amps! bod+ Mp• 95 1a •9ua ddbbtad + el S IASd. Mad 1bj IN =godw rood Wl. rot .baa on aft bd frau IlaA kw bd/d do" 16) Fbr 6Sd ba9b• PA *AM tm sea bad fmm ml (fgat 101A dKv& 17) Saf4 bad) a:• Npaigad 49001Y b.4 If) Sok bolt band .n mbW d.tlp .nye pr a m0 aro AO ]19. 19) Add6and bMN bd apae est M aQbebrd bf W Erdanu br pfKnp !NeedraMoledmead• maap aeb lel aMa Na 41d. ke da4i edea 1/Y CLR i MM FOR 6' LKW i RIMAR FOR 12' UHW or GM SAFE LOADS FOR 4" SOLID LINTELS A111 -44,19M GRAVITY TYPE LENGTH 4S8 S-6' (427 PRECAST 1180 4'-V (487 PRECAST 959 4'-6' (547 PREWT 789 5'-10'(70' PRECAST 480 6'-C (787 PRMAST 360 r-6' (907 PRmAsT 260 9'-4' (112' PRECAST 156 10'-6'(126-) PRECAST 116 12U8 4"r -44-M UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'-6' (427 PRECAST 687 371 4'-0' (487 PRECAST 597 320 V-6' (547 PRECAST 529 258 5'-10'(707 PRECAST 407 148 6'-6' (787 PRECAST 36e 118 7'-6' (907 PRECAST 280 87 9'-4' (1127 PRECAST 167 55 10'-6'(1267 PRE= 152 1 43 12FS 121`12 12F16 10)xlt . Nd IC-bd •' ;-. _..._ . •r,^::- er•'1:z;. •-, ..w. 11) &a m Ibk .MW abi b be boob, d b. ba9ae d w 9etd o>A¢. ' ' y5'`:i• iq ;-: %! 3`f , ti Pew .• ;.,::'•r Lim. . 1 PPODFJCrPZVWW 8U8 61`8 6F12 61`16 :'•"< 1:,aamolrit6••lmlbafl«wl y.'•`, , . 9416% QI•b ... , 1 • • A=Wlml Nom O 2/. l8 •'! • :. •.. , gypl Dale f/8 '< r- yi. s: s'•'• C^Y: ti w: v TYPE f)EgGNAT10N • . s, ••' . ,. . . r. atamaau/o.traam 87 • • • • .'• ,}atw •a'i•.•(:}w 'l:iytea` ;.; .'.1,.•r•i` 3. 121`16-2B/2T 1 • '• • jam..•^` q 1 > tcvtaam9J J Loxvrvp .;i r ;••>:•.a.'.`v' ..:h;:;; •i v '.. acetatoga tracea i01 •, ;, :. T ip fantorm rrums • •`' ' O ImY•rmfaml i .i: `:a"}34:;r`_r• li'sc :.s '•c>ki:: ¢``l^•:': Zc :•-1,- 1-ve aces • `. '3: ; V s1` + . *:. • b' y •., ;, ,,,: y, •Y. fd ' 121`28 121`24 121`20 i PRODUCTIUIVt91'DAmAmtmmrat/ semi `' '„ ' i * • a• •a.Pll'iyy,viUt OlaNmcmrmrumo '. IS, S. ST • 71' Suifdlo} Cod l7•t!da tie " • • • • . • • • :;Q.`CRAIGPARpWO BtOIA" iottl 0pyo .4-0 o. t3' NOI•ial YriDiN % S`' R 83Zd CA 678 / 6F32 OF28 GF24 6F20 'A,`S/p...... ' qSEFRER 3M MERjp °tf MAI Ayl RfVLSMW LIP. a —CAST—CRETE 411, 6" & 12" LINTEL SAFE LOAD TABLES e i aav .Lem- ' 1%„/: ae. t0[ IUYC OImtS-tl MAIDI 91`. ANkI AtlQW SGIL• O.dA v pAIG IM/W 0=0 013 = PALMA F.E.- Q¢ 04 4OS9 MXV. N0. U4611 SW 1 Of 3 SAFE ORAVITV LOADS FOR 6" PRECAST Lf -LINTELS 4~1144MV• SAFE LOAD PLFSAFELOAD - POUNDS PERLINEAR FOOT LENTYPE GTH 608 96-18 6F12-16 61716 -IB 020-10 61724-18 61728-1 61732-18 S-6- (427 PRECAST 2332 2676 3892 5050 6148 7227 8297 9357 4'-0- (487 PRECAST 2025 2313 3892 5050 1 6148 7227 8297• 9357 4'-6' (547 PRECAST 1654 1887 3633 5050 6148 7227 8297 9357 5'-10'(70' PRECAST ' 1067 1260 2198 3557 5734 7227 8297 8225 6'-6' (781 PRECAST 949 1078 1831 2850 4326 6737 8297 9357 7'-6' (907 PRECAST 779 883 1459 2188 3151 4524 6654 9357 9'-4' (1127 PRECAST 584 660 1056 1523 2084 2795 3731 5017 10'-6'(126' PRECAST 503 568 895 1270 1706 2236 2898 3747 11'-4'(1387 PRECAST 457 513 805 1133 1507 1652 2492 3183 12'-0'(144') PRECAST 425 477 744 1042 1.377 1769 2238 2808 13'-4"(1607 PRECAST 373 417 646 695 1170 1485 1852 2285 14'-O'(I6B7 PRECAST 351 392 605 835 1087 1373 1703 2087 17'-4'(2087 PRECAST N -FL 299 455 620 794 985 1198 1 1437 1) THE NUMBERS IN PAKMTHESIS ARE PERCENT REDUCTIONS FORGRADE40FiDADOEDREBAR. SEE GENERAL NOTE NM 4 I SEE GENERAL NOTES — SHEET 1 OF 3 C!:7 a Fi ' SAFELATERALLOADS eno a" 00=4ART IU IUTC1 A C, gj,4mM SAFE LOAD PLF TYPE LENGTH BUS 6178 RCMU S-6- (427 PRECAST 587 1055 596 4'-0' (487 PRECAST 487 787 445 4'-6' (547 PRECAST 416 609 344 5'-10'(701 PRECAST 300 350 198 6'-6- (787 PRECAST 263 496 157 7'-6' (907 PRECAST 222 367 116 9'-4" (1127 PRECAST 173 352 74 10'-6-(1267 PRECAST 151 276 58 11'-4'(138 PRECAST 139 311 49 12'-0'(1447 PRECAST 131 277 44 1Y-4'(160') PRECAST 1`17 223 35 14'-0'(1687 PRECAST 111 202 32 17'-4'(2087 PRESTRESSED N.R. 130 21 SEE GE10AL NOTE 18 n SAFE UPLIFT LOADS FOR 6" PRECAST U -LINTELS 4 41i1f CAf1r SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6F8 -IT 61712-1T 61716-1T 6F20 -IT 6F24-11 61`28-11 6F32-11 3'-6' (427 PRECAST 1412 2074 2715 3356 3991 4638 5279 4'-0' (487 PRECAST 1225 1800 2357 2913 3470 4027 4583 4'-6' (547 PRECAST 1083 1592 2084 2577 3069 3562 4055 5'-10'(707 PRECAST 831 1222 1600 1979 2357 2736 3114 6'-8- (787 PRECAST 723 1097 1437 N 1777 2117 2457 2797 7'-8- (907 PRECAST 648 663" 12490.1 15440 1640 w 2135 m 2431 14 9'-4- (1127 PRECAST 575 571033 980 m 1252 1492M.1732,, 1972 10'-6-(1267 PRECAST 514 462 787 112104 133 1551 1786 11'-4'(1367 PRECAST 474 404 tm 665 985 1213 1442 1645to 12'-0'(1441 PRECAST 454 387 619 688 1093 1299 1506 IS -4'(160) PRECAST 402 308 516 738 906 1076 1247 14'-O'(1681 PRECAST 368 f4 295(ol 4754 677 832 989 1145 17'-4'(20 1 PRECAST 253 j 208 j 3MJ 476 j 585 693 603 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 PA V; ENS ,O- • 44 PR0DUCTRFVISM 40wF Y!"%Qb EoFtowda tl" lq d"eeN on.. Z, ' IoaD PRObUCT• 00 rylyly3OB3311ddNCQ."16IIAFkddaAccepw,", N. IonlAll Y-o °3•PT my Olt> CMG PAFft'DR G ` 6324 CR579 J/41VA1 ;,0` SEFFNER, FL WSW In1u1 FLP.I-MN0.44756 ineCAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES r -' SAFE GRAVITY LOADS FOR 12" PRECAST U -LINTELS WW,4,m" SASAFELOAD - POUNDS PERLINEAR FOOT LENGTH TYPE 12118 t2Fe-2B Ia1Z-SB rglc- 12Tio 78 IM4-28 lute -28 IV32-28 S-6' (421 PRECAST 3428 5000 5838 7619 9352 11060 12755 14438 4' -0' (461 PRECAST 2923 4232 WM 7819 9352 11060 12755 14436 V-6' (541 PRECAST 2396 3464 5304 1819 9352 11060 12755 14438 5'-10'(701 PRECAST 1612 2320 3218 5234 6487 11060 12755 14439, 6'-6" (781 PRECAST 1363 1986 2679 4196 6421 10032 12755 1 141 7--6' (901 PRECAST 1138 1628 2131 3218 4676 6756 9763 11352q, 9'-4' (1121 PRECAST 795 1216 1535 2230 3083 4167 5593 7552, IW -6'(1261 PRECAST 614 1043 1295 1853 2518 33235632 753 12690 11'-4'(1361 PRECAST 518 945 1162 1649 2216 2893 1057 474SN 12'-0'(1441 PRECAST 456 878 1073 1513 2020 26174206 1365 1679 13'-4'(1601 PRECAST 359 767 928 1284 1709 21883409 1182 1402 14'-0'(168') PRECAST 321 720, 865 1204 1584 20173106 1187 1372 Ir -4'(2081 PRECAST N.R. 451, 631 881 1141 14282102 19'.4'(232) PRECAST NR 343 477 700 925 1159211609 1`) 119 1eAL1F16 N PAWMM A'E PtuENr ttED1lQlpVS N.i 9M 40 PTSD AIDED FMW $EE CUM =1 N0. 4 SAFE GRAVITY LOADS FOR 12" PRECAST wl2" RECESS DOOR U -LINTELS 4colm-4041" SA SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12806 12A6-20 0104IN14-3 120TI6• 129722- 18e26- 1287 4'-4- (521 PRECAST 2538 2942 5468 7564 9640 11669 13679 15679 V-6' (541 PRECAST 2319 2740 5468 7584 9640 11669 13679 15679 5'-6' (681 PRECAST 1347 1841 3555 6395 9640 11669 13679 1587, 5'-10-(701 PRECAST 1259 1758 3361 5954 9358 11669 13679 156 6'-8- (801 PRECAST 924 1430 2833 4415 6884 10354X 1257:1, 14809 7'-6' (901 PRECAST 703 1203 2157 3494 5259 7922 9623,11 10'-6"(1261 PRECAST 9'-8' (T 161 PRECAST 389 W 1451 2157 320.7 4427CK 5117 8380 ADS IMTFa a C Cam SA LO D PLF LENGTH TYPE 12UB 12F8 RCMU Y -e (421 PRECAST 1295 4841 393 4'-0' (481 PRECAST 1295 4841 299 4'-6' (541 PRECAST 1049 3922 2417 5-10'(70' PRECAST 681 2547 155 6'-6' (761 PRECAST 579 12167 123 r-6' (901 PRECAST 474 1 1771 914 9'-4- (1121 PRECAST 355 1326 58 10'-6'(1261 PRECAST 306 1143 45400 11-4'(136) PRECAST 278 1041 38 12'-0'(1441 PRECAST 260 971 34 13'-4' (1601 FREW 229 857 278 14'4(1681 PRECAST 216 809 251 17'-4'(2081 PRESTRESSED N.R. 633 16 19'-4'(2321 PRESTRESSED N.R. 534 130 3Pl. %IUUAL PMC 10 PLF LENOTH- SAFE LOAD - POUNDS PER LINEAR FOOT 4'-4' (521 PRECAST 1295 369212583. 4'-6°, (541 PRECAST 1213 3458 2417 5'-8' (681 PRECAST 784 2236 165 5'-10'(701 PRECAST 747 2129 155 6'-8' (60) PRECAST 602 1716 117 7'-8" (901 PRECAST 504 1438 914 9'-6' (1161 PRECAST 1 355 1 1011_(.5129;,'. SAFE UPLIFT LOADS FOR 12" PRECAST U -LINTELS 4 XIM-411mcm SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE IM -21121`12-211916-21 IN20-2T 11114-1T u26 -2t 202-2r 3'-6' (421 PRECAST 2752 4287 5613 6938 8264 9589 10915 4'-0' (481 PRECAST 2389 3721 4872 6023 7174 8325 9477 4'-6- (541 PRECAST 2113 3291 4310 5328 6347 7365 8384 5'-10'(701 PRECAST 1623 2527 3310 4092 4875 5658 6441 6'-6° (781 PRECAST 1444 2269 2872 3675 4375 5061 5784 r-6- (901 PRECAST 12670 1787 21 3194 3806, 4417 3028 9'-4- (1121 PRECAST 1028 117 2006 2590 3087 35 4079 10'-6"(1261 PRECAST 920 947 1612 2281 2764 3209 3653 11'-4'(1381 PRECAST 858 pq 829 1404 1982 2441 290 3364 12'-0"(1441 PRECAST 814 A 753 12690 1786a 2201m 2616a 3032 13'-4'(1601 PRECAST 678 633 1057 1485 1826 2169 2513 14'-0'(1681 PRECAST 622 586 974 1365 1679 1993 2309 lr-4"(2081 PRECAST 434 427 695 964 1182 1402 1623 19'-4'(2321 PRECAST 366 370, 593 817 1002 1187 1372 Q THE MOM a PMDaM 5 All FVWff RMCMW FDA GM 40 FAD MM FBA SFE 9J1ERA. ROM R0. 4 SAFE UPLIFT LOADS FOR 12" PRECAST w12" RECESS DOOR U -LINTELS 4^1"14 n SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 13M -2T IINIO-2 =14-2112M 2 lum- 11106-2112pf70- 4'-4- (521 PRECAST 1626 2685 3748 4806 5867 6928 7989 4'-6' (541 PRECAST 1558 2582 3602 4623 5643 8664 7684 5'-6" (681 PRECAST 1210 2042 25W 3656 4466 5273 6081 5'-10'(701 PRECAST 1173 1984 2769 3553 4338 5123 5908 V-8- (801 PRECAST 10201 15M 2426 3114 3002 4469 5177 . 7'-6° (901 PRECAST 904 1726 21 2776 3390 4003 4617 9,';8- (1181 PRECAST 703 771 1472 2181 2663.j 3145 3628 1) DE MIO, a PA63DRESS JIM KRCW RDXM FORWDC40FVIOAMRAM. SEE UUMM WE Ra < p- QJ ; . • • • • .: R1DeOls IR F1fIAlBQ50 IR[ PFRCF1if F®UCIMID f01t G•' ENS` 40 FAO A 064 R30L $EE 0Q10ML NOTE +M. 4P1tOD1JCTRS 6w.O'ri'h hot ,e, 447 PRODucnpwsE:o 63cWWOMAlidl ao FY"AdaA,C,d - o gy+ WeW1, gZl'l8 yyOO' E%%IF ftta/' ONG 0 Aagie oN o a D63244CRS7968eamdo - WMER,.A133584REVISIONSEEGENERALNOTES -SHEET 1 OF 3 r.WA„4` 1`1. P.E1dC,5I0.19PlSg na= of CAST—CRETE 4i, 6"& 12" LINTEL SAFE LOAD TABLESMILOtwalw" nE KUM IM -14 dsAn m sates ARIM scD[ Vs. OAm s s Sg m quo PAH Fd - RQ R0. 44IPF Oti11DD x0. uu1: CiM 3 or s MIAMI•DADE MIAMI-DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismidade.gov/economy Cast -Crete USA, Inc. P.O. Bog 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 AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Par ino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or ifthere has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse ofthis 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 ofNOA. 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. MIAM •RADE COUNk TY I/%` NOA No. 17-0821.19 Expiration Date: 05/21/2022 b9 7-0 /-Z-1 / Approval Date: 09/28/2017 Page I 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 onflexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 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, 349pages, 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 44 dated April 1996for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06/20/95 forpre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95forpre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96for #3 rebar by Ameristeel. S. Mill Certified Inspection Report #84-M19614 dated 02/29/96for #S 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 04/05/96for #5 rebar by Birmingham Steel Corp. 8. Mill Certfed Inspection Report #84-M19805 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-M20652 dated 04/03/96 for #S 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 04105/96for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manualfor Cast -Crete Machine Made Precast Lintels elated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. D. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1, Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheet 1 of], prepared by Craig Parrino, P.E., dated June 7, 1996, revision 92 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", sheets 1 & 2 of2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 45 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 ASTMS -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 Manualfor Pre -stressed Products dated 2002. e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 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 of3, prepared by Craig Parrino, P.E, dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By MiamiDade 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 # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January. 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBYRTTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #I2-0209.13 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 February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 914-0903.02 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 datedJune 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8 -inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (AER). 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: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 016-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (AER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letterfrom Cast -Crete USA, Inc., datedJanuary 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 onflexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTMS -529-94, prepared by FTL, Report No. 16-0425.08, dated 01126/17, signed andsealed by Idalmis Ortega P. E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. 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-5 Cast -Crete USA, Inc. 1. 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 ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letterfrom Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2017 Edition. llt—'4 W' 9Z4e2: - --- - 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-6 ti } xTk,s_^,. G'1=„ r`=; *-.' "_i;T;•r:'`-:,s:T?.?^'' I rl lr fl_ rll lr-I FAM i lllil \\ I I I Mmllml 2 f V. TYPE ,; PS 71:' • in fL' v r• CA m • Y'Y:r;•••r 1• a.,Vl'1rYi Z.,4 S i crr,%iau: au :enatFi: anr 4'c Si i{I L a••.ir r.r.ir,w;tr'2irr rY.tf.•l•u[•L'1hi. CitJfL IICZ F/c:!1':I[L i[1 7Q'E>• Ls>F iv 39[7 II<FT ItJ"E'iDt'EIt 3®L7IIt! ae fr auccar:r r au v s a n ly auasiv s^aV"KAKEMLA6r[-lff-'RlMMk7!f3Jlh=M 7t217 1u i mE,i1f7• rL"QFr[flct rtl: 1r iU LlLss3iavAR! rSif ilJLuMft3:.:7C i V ' L]Cif.'r4f EC idiLlrrlF:flk/ca-3'.*70CfiiV`f;:^.lfC9t>•LfZIG:Y f4 ri E cF¢/®m lLIL1t'C2flll!•it!IF]Ci V47t7 m[LF7F'fri TOLsar7[fIIS+L)31ia tJt11>f l7rST+'11]CiiV " F IILIo L,arc mr»r;fA mc2mellk".NA l! =Mfilm` mrNaF:S9 [I]Ci f}csffat'Ink t>tffl" -K,71 rr surTnmrlTn Ir r lra-a fo 1riCt1 [Trn L'lJf rETiu-^.Lrl r3ZL^ U" Mmaims 0 r , mc lssiff:f uk ulrs:t:.:imofr;fu nrra rT Irwr nle"mol r vra a:larcrT Ik vwrr-3.[or a,+n ir CSJ...:,,src„i.z..,[.. T'iii?r .zu- A E3G]IaCi!]CSSi{L`F tilJrlLSSIT'F?'VEF.L'_r1F7LICJfJLIt tlia>rarc-":12A Ir r ON v•r,vc rtc+rnao r . Fr_ 1S Fi i Yt3 al:'aLi"I7i rTIVtYf:`1Fxim©av>< i7' Li':[iG•9l.\< F1WJMIAf]GSa rj= dK—maakaflu r 1!n1S''f oc5rr arlcyrrtu fr:f:,vc-,r:t."r ra r•ala;rhaa;r:ta[m;:lltr.ui la:'n>ifrr.taf r;:r;,iae:r.rt•,:a5ru:u[I•adaaa•1 111;••''RfA J a fix- 1 ai 4'i•ili, 'r;j'xj"<='r Wig/•a;d.LHa;igxSM"aa•111.71::;waur.r.a:a.la llrt'I:ra.r; r qnr SAFE 2ATERALLOADS FOR SAS UPLIFT LOADS FOR 8' PRECAST 4 PRESTRESSED Ua1NTE LSnmmn1n°na cric n+ Dor-i"n1;T R PRE9TRE88ED UJJNTELS 6.17GF118RT 4 PAGs712ESSM U41V1E A wsel i:ee6' SAFE LOAD PLFSAFELOAO - POUNDS PER LINEAR FOOT TYPE Ws ere••ae m2 -a eFle-Qi 44100 1W24-00 MA418 eFJ7-09LENGTH 765 Ita-te ml' -le 8%8-m 6170-% 9474-16 AID -19 031-19 6' 4• PRECJdTI 2231 3847 300 3113 4907 81113 8113 4707 7517 9064 9074 9502 094 104,1 115919 4-0' (497 PRECAST 1969 2591 29U 1 2151 JUS 31X0 W3 4970 7647 Sal U74 731 10394 9101 IM 4'-8' (547 PRECAST 1599 IIN 1 1149 2110 4376 1 U31 1113 379 7647 a 4574 9072 6100 1094 1 4224 1180 5-4' H+7 PRECAST 1211 1345 1613 1438 300 1 Ion 5795 25X0 7=cs Sin 7342m 3968 9737 420 1Ola 6'-10' ' 'PRECAST 1002 1101173 1451 2472 631 4360 2000 62 2519 3009 7191 317 swig 9--6' PREOM1ST 906 1279 1234 21 2177 110 3160 ml 9eI N.R. 4363 sal 9676 7--8' (9 PRECAST 743 1011 toll 1729 1 2632 2661 2205 391 NJL 3131 1117 3465 6412 9'-4' (1127 PRECAST 5s 611 702 1110 1245 1415 1613 2514 2314 r24, 2616 4707 3702 0110 19-6'(1267 PIEIYST 175 ea W In los: 1247 1533 20II 713 124 910 2163 am 47JI 17'-4' 1J P14EGST J6Y 53 61 9N 945 WX0 1396 leiO 16411 2423 317 3132 401 400 7--0'(144' PRECAST 337 850 640 073 973 1256 1234 1461 1664 2193 2141 2505 gn 3552 3552 13-+' 1 PRECAST 296 471 471 775 765 1078 1 1075 1420 1426 1515 lea 2316 1 2316 2a7 2467 ti' -0' 1 PRECAST 279 M 442 703 70 IW2 1 1002 IMS 1390 107 1617 2117 1 21V 2410 2470 76' PRESTRESSED RX M 4% M 741 I ua 1370 IR 1902 HR 2243 I M 2517 M 2712 15-4' (1647 PRESiRESsm NR la HS M 710 116 1250 1u 1733 115 206 NR I 237 N2 4713 17'-4'(2087 PRESIRESSED NR. 612 347 6, 6111 let 030 791 1328 180W9 101 1849 1112 24t7 19'-4'(232' PRESTRESSED Ko. MRm 7335 W 42D x12 760 191 407 wt 3292 let 1516 0I6 21'-4`(2561 FR01RESSE9 NR Ie 160 34 740 N6 r 596 M 846 NR Ilu Hit 1399 1410 22'-0' (2647 PRESIRESMI NR. M In 315 730 M 764 7967 1785 1379 2F-0'(299') PRESTIIESSM NR 12 129 M tso Oso 4754 IR 1184 twt a Il77 4444-11 4 -CWSAFELOAD PLF LENGTH 1 YPE SUB 8F8 R )4U 3--6' (427• FREfJIST 1025 1024 1598 4--0' (487 PRECAST 765 763 1309 4'-6' (547 PRECAST 592 591 1073 5'-4' (647 PRECAST 411 411 745 51-10'(707 PRECAST 340 1 339 616 9-11' (787 PRECIST 507 1 721 490 T-6' (1107 PRECIS( 424 634 363 9'-4' (1127 PRECAST 326• 512 230 10'-6'(126') PRECAST 264 401 180 11'-4'(136') PRECAST 260 452 154 12'-W(1441 PRECAST 244 402 137 13'-8 (1607 PRECAST 217 324 110 14'-0'(1607 PRECAST 205 293 100 14'-6'(176'} PRESIRF= N.R. 2$4 91 IS' -4'(184') PRESIRESSEO N.R. 259 83 17-4'(2087 PRESTRESSE9 N.R. 194 64 11'-4(217) PRESTRESM N.R. 148 52 21'-4'(787 PRESIRESSEO NJL 125 42 22'-0'(2641 PREs7RESO N.R. 116 40 24'--0'(2861PRESTRESS N.R. 91 33 4444-11 4 -CW SAFE LOAD -POUNDS PER LINEAR FOOT TYPE e16 -rt er rt If10-N al -IT eMAT YL -,T GM -1T LENGTH sm-17 ga-2t Imall sm-27 e12a4rIvu -a eas•sr 3'-6' 4 F'f1LTAS727 1561 IM 2855 2mS 4 3W 4394 4304 M sm Ota On 1001 7001 4'-0' (481PRiCASf 1323 2305 230 m 3040 IIt5 nill WO 923 4325 two 0070 4-6' (547 PRECASiT 1201 1201 20m 2040 2101 W 3 3325 4017 4471 4711 4711 6310 0370 6'-L 84 PRECAA7 tole 1010 111' 1715 1376 2271 26111 2436 3390 3301 378 Bel 45H 4322 5-10'(707 PRECAST la 029 1507 2000 2593 2593 3 310 3 4133 W 9-6. ,, PREGUT 1 633 1407 1/01 3060 2321 2no 320, 3251 371U- 3712 7-b' 107 PRECAST 7 m to 1224 1624 1424 toss 205 2426 Zea 2147 325 ft 32,6 9'-4 (1127 PRECAST 471 561 an lu6 1316 1474 1641 1615 1147 2X0 1590 2610 10'-(1Z9,) PREiASI 530 6X0 NO 05 016 1100 1106 1472 J 1491 1733ad I73/ 2003 1011 2746 1367 PRMW 4V4 414 Sk a 607 SWmi zeal Wool 1372A JV4&A IsQ pi 1313m ting 53 67 If -e('1441 PRECAST1 470 47 49 390 124 910 138 1302 11 i I90 IWI OWN Ism 2075 13'x' 1 PRECIST 418 4u. Seo 400 607 011 7m fol 185 md Mj 963 mis 147 16wr 13U 6X0 PRECAST 314 410 350 423 5X0 m bi 724 1012 09 m 1854 1220 1807 14••9•(1767 PRM09TOE SEO 145 248 395 57 w 672 4790 1123 1 515111 tut va 15'-•{'(1847 2U 313 366 116 616 627 000 ad 760 12 917 1460 1054ed 164100 17'-4'(2087 PRF51(OSSfD MI 691 74 11 tat 7J 10'-4•(2327 PRFSIR lee 161 z9 253 w 429 447 47 141 747 1247 21'-4' (2567 PRESIRESStn 142 142 904 012 307 m 387 97 so 711 547 VA 6% too 2f4(2641 PRESIRCM,137 137 157 223 713 358 373 513 4112 8116 640 4117 670 me 24'-0'(2897 PRESTRESSED 1H 124 17 267 319 541 Ass 6 4'47 492 507 078 U) THE NUMERS W PARE) RESIS ARE PERCE10 R®UC110N5 FOR CRAOE 40 • • SEE CDIERAL NOTE N0. 18 ON sw 3 OF 3. (1) T FIElO AWED PDA SFE COMIX NOTE NO. 4 ON SIM 3 OF l P0A1 =RvWWE0 /Rome! CPRODUCTIikVISFJ) ol.4m017me,rF36l0rWA1 I wad. 0 0 1110the Flald4 oZ2'J•/ i+l f7uo?2 2I 2oY i diftcadc rue°u Mn79S - SHEET S OF S°' °° •i. 71:514 ANC MUNI iR WWRA14 nn1 UAAM ++ CEISRAL NATE N0. 4 ON SHIFT 3 OF 1 1, Ah964LZ' C 9924CH619 RT• 0?,• SEFFNK R. 471604 . FLFEUC•N0.4475/ -- ...... RET—CTE 8" LINTEL FABRICATION DETAILS SAFE GRAVITY LOADS FOR 8" PRECAST vat2- RECESS DOUR U4JNTELS 4 q{l ft.•M V SAFP LOAD LFSAFELOAD - POUNDS PER LINEAR FOOT TYPE 61133416 6lEI rAFI QI6 4'-6' (547 FROST 694 583$ LENGTH X116IMS-90101111`1040lAf14-I 408 eaFte-1 sv3o-{- 4' 52'j PR6CAS1 1615 13356 3565 3mo 5708 3{B 6039 595 6103 0 - 76671691106634'-8' PRECAST 1494 1500 1756 3063 3106 2991` 5214 3966 6631 R2640 3921 6476 G M( 547 166935'-8' 657 PRECAST 6 620 2101 1718 4567 2277 67667817 3607 3162 3000116713115-10"(707 PRERASf 810 es IBS Iwo 212: 3302 3174 3700 126.9 1113 2340 1 4242 0636 3011 71 11700004 6-6' (807 IeRECJ1ST T9T Sol 661 1625 1025 3120 1 .3120 5010 we 7747 7915 645 I 0476 7366 I Y-6' (90') PRECASC y 735 140 2169 3776 5713 7279 6627 2426 705 N9D 2459 3176 6743 190 1 F9'-0' (1187 PRECAST 411 3379Y 661 16R Wi J129 . 4091 J48 2w 626 tl9 156627-3 J126 1(50 5691 J) THE NUMBERS N PA8QR W ARE PERCENT RE000RONS FOR GRADE 40FaDADDEDREBMZSEEGQIHVII. NOTE N0, 4 GQIEft Q U.loFk1`a C purl ldd -1006 6dtoedd141dd- 1000 6d .g6Idg.- 7l olr termprsm3e00p0v 0 waleap6[ 0{ W eWyN .k6por rA n ° /J6fMI] WM ItO ' sWNcuffsMIS 9aA 270 W rildFn AIDl C70 21 MW1. bw5 Fslt fs r4A off bub wl d M 3) 14ot4 09 w1m bd ad Ids pwa Q 1bamaim b p.raihbtradld Faelln 640 sero raYeOsO M rads 10 620 smac flur3ls r-r y1r ti37-I9add fry-+'ly1.d . 603 apSwpb14A440! 0501 pY QA ad* eed or and ddlee9r fuel... Mdma t1`, OM A. ad 6yer medsx/{60Vabf+1` mddiq W rime *,Cols am 109m RN083arei1, A" 1) 020 J7 rar pal 1b, dA.GbW for bd 13 rs6am. fi) 1) aa IdaVr alcumr (a[uei 2040202011d dearLwdFaptow mai las d a0d1. IQ ILL - Rd am 10 Bobo row .did'rdw is w Fail d Oa bane d W iw "04 UN LATERAL LOADS FOR r-aale.Aev.A9- tmr-mqa nnnm IIJ mml A 0 SEE CENVA NOTE 18 I21 rdte r a ad v=/II bm mldr. d VA reds b mmof°b 13) m "11`31` aria d ia41R IesFOdu ealda a drs0 620. a adw d deer sppSd r aaadaw dlb BTO ` i Mr NV..d 4040.00 IQ d Issdd T& = a ad bd41d1Y 100bre. mod b"° ul.••° lalady•4 394Vvow IN!., Irmaatd Ndd140cdwo + ad. bmdWW bW t IA 14 Ir agsas Odd bqw at Gua m ada bad dam ad Our bw ahem IQ ra rad Irlm of mea ROs We Ned Ian add beet Iwo ema 17) Sds Wh a. obab/e•ed is w bdda IQ Sda bob bmA a sada ddpd a A*ygr AC DO ad At 34 ro) sownc l:tmamy` Yam• 6i dla. Or r.5s R. 6i1a 5m..•dl/3id UCf iROIE{VrD SEE SAFE LOM I= 1F/ 1R g6O MR LMp Np1( RML FR0.l lE C19 w a0aOR660 SAFE UPLIFT LOADS FOR S" PRECAST wt 2' RECESS DOOR U -LINTELS as7ti aeBeSAFPLOAD LF LENGTH TYPE 8RU6 SRF6 RCVU 4!-44 (527 PRECW 758 757 1164 4'-6' (547 FROST 694 693 1073 5'-8' (687 PRETAST 408 407 655 6'-10'(701 PRECAST 362 381 616 61-0' (807 PAEOAST 595 788 464 907 FWAST 609 674 363 9'-8' (1167 P1 370 490 2i 4 0 SEE CENVA NOTE 18 I21 r dte r a ad v=/II bm mldr. d VA reds b mmof°b 13) m "11`31` aria d ia41R IesFOdu ealda a drs0 620. a adw d deer sppSd r aaadaw dlb BTO ` i Mr NV..d 4040.00 IQ d Issdd T& = a ad bd41d1Y 100bre. mod b"° ul.••° lalady•4 394Vvow IN!., Irmaatd Ndd140cdwo + ad. bmdWW bW t IA 14 Ir agsas Odd bqw at Gua m ada bad dam ad Our bw ahem IQ ra rad Irlm of mea ROs We Ned Ian add beet Iwo ema 17) Sds Wh a. obab/e•ed is w bdda IQ Sda bob bmA a sada ddpd a A*ygr AC DO ad At 34 ro) sowncl:tmamy` Yam• 6i dla. Or r.5s R. 6i1a 5 m..•dl/3id UCf iROIE{VrD SEE SAFE LOM I= 1F/ 1R g6O MR LMp Np1( RML FR0.l lE C19 w a0aOR660 SAFE UPLIFT LOADS FOR S" PRECAST wt 2' RECESS DOOR U -LINTELS as7ti aeBe SAFE LOAD - POUNDS PER LINEAR FOOT TYPE Mf1•Ir 10-1 61n4 -I 6-I 11 NF76- 6AF36-11 LENGTcH. aw-sr 4m 07'14 Bane -z 0632- 60340- MM - 4' -4° (w PRIiA1$F 7666 23Q 7356 3731 4445 6140 eos 1066 U62EW 3731 445 140 4'- ( MW 667 1604 23753607 4175 4m 067 IOM 7272 3607 4273 4643 5'-8' (66") R ECA9 073 1 1797 2634 3302 3611075126.9 1767 2654 3362 3011 5-10'(707 FIRECIl17 659 1201 174-3 1206 27696591231174627nU99 6'-S' (80 PRETAtiT 570 620 1 2426 2579 3320SA1060190242926763379Ye' (907 PRECAST 506 742 I3a42100 2w 296660669013642166230726699'-S' I Ir) PRE> O15t 1 393 660 ion2016 LUI f) THE NUMBERS N PARENRIE5IS ARE MMIC RE]AIC110QS FOR ORADE 40 FIELD ADDED PINK SEE GDlE1RAl MORE NO. 4 TYPE DESIGNATION ma m am F F-RIIDmma/U-1606150 rIrnl°mu a fi36a c6b6u 8316-1 B/IT ie wax m"A4Jj Lv T.P 1s raw Ai 1eC 9u76 J'• .1' <' 1Y . . GLLL tt 06605 0 11001 AT mcm or use W99 ad3pA • b • FRODucrRCVL46D I /Ad9 0X020 ei y , m marol7ly{ wi0rNe t•'t°Ad: r VQ'{GEN. •.edtdtroc d° 1 0.44 ---- - D.1. rR000Ct'Rt1V160DDNawOrnaPbdd° F ' Aeaepl.dalte 7 OZ A )j . ORANiPARRWOdlmono+ 76 R \ O• WORM i:.:.:. 'co10. ` BEFR'IER. R 53584 ° i'l c:1 iraf.'iar= r r: F.,Ira11l!r;11111 5i.Ln l%5c rwR6r5rl:r[.1: R DETAILS0= Ir.a•.(..nf;aal aa74Yp;: I FLOADAOLVAMW WO Bus iness & Professional Regulation SCIS Home I lag In I User Registration I Not Topics I Submit Surcharge I Stats & Facts I Publications I FOC Staff I SCIS Site Map I Unks I Search I Florida ProductProduct Approval USER: Public User l•A.'lol/IJI.9r.Ml-:.rJ ri n Product Approval Menu > Product or Application Search > Application List > Application Detail Of FL # FL13192-RS ZECRETARY Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer lames Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909)349-2927 pingsheng.zhu@jameshardle.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardle.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida license PE -24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. V Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R5 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 R5 EDuiv RIO -2692B-17 ASTM C1186 eauivalencv.odf Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Products Method 1 Option D 08/09/2017 08/25/2017 08/28/2017 10/10/2017 FL ft 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.odf Approved for use outside HVHZ: Yes FL13192 R5 II ER RIO -2683-17 Plank Wood Metal Frame.odf Impact Resistant: N/A FL13192 R5 II ER RIO -2687-17 Plank Shingle to CMU.Ddf Design Pressure: N/A FL13192 R5 II ER RIO -2688-17 Plank WSP Sheathina.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 R5 AE ER RIO -2683-17 Plank Wood Metal Frame.Ddf FL13192 R5 AE ER RIO -2687-17 Plank Shingle to CMU.Ddf FL13192 R5 AE ER RIO -2688-17 Plank WSP Sheathina.odf FL13192 RS 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 II ER RIO -2683-17 Plank Wood Metal Frame.odf 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.odf Design Pressure: N/A FL13192 R5 II HardlePlank-Installation.Ddf Other: For use In HVHZ Install In accordance with NOA 17- FL13192 R5 II 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.Ddf FL13192 R5 AE ER RIO -2687-17 Plank Shinale to CMU.odf FL13192 R5 AE ER RIO -2688-17 Plank WSP Sheathing.Ddf FL13192 R5 AE NOA 17-0406.06.Ddf Created by Independent Third Party: Yes 113192.3 1 HardieShingle Individual Shingles I fiber -cement individual cladding shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 R5 II ER RIO -2685-17 Shinale Wood Metal Approved for use outside HVHZ: Yes Frame.odf Impact Resistant: N/A FL13192 R5 II HardieShinale-Installation.Ddf Design Pressure: N/A Verified By: Ronald 1. Ogawa 24121 Other: Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO -2685-17 Shingle Wood Metal Frame.Ddf Created by Independent Third Parry: Yes 13192.4 HardleShingle 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 R5 II ER RIO -2685-17 Shingle Wood Metal Approved for use outside HVHZ: Yes Frame.Ddf Impact Resistant: N/A FL13192 RS II ER RIO -2687-17 Plank Shingle to CMU.odf Design Pressure: N/A FL13192 R5 11 HardieShinale-Installation.Ddf Other: Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO -2685-17 Shingle Wood Metal Frame.Ddf fL13192 R5 AE ER RIO -2687-17ICreatedbyIndependentThirdParty:PlankYesShinale to CMU.Ddf I 13192.5 Prevail Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 RS 11 ER RIO -2683-17 Plank Wood Metal Frame.odf FL13192 R5 II ER RIO -2687-17 Plank Shingle to CMU.DdfApprovedforuseoutsideHVHZ: Yes FL13192 RS 11 ER RIO -2688-17 Plank WSP Sheathing.odfImpactResistant: N/A FL13192 RS li NOA 17-0406.06.0fDesignPressure: N/A Other: For use in HVHZ Install in accordance with NOA 17- FL13192 RS II Prevall-Lao-Siding--installation.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.Ddf FL13192 RS AE ER RIO -2688-17 Plank WSP Sheathing.Ddf FL13192 RS AE NOA 17-0406.06.Ddf Created by Independent Third Party: Yes Oadk 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 mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section455.275(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. Ifyou do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: r-5 Credit Card Safe Florida Product Approval Prevail'" Lap Siding For use inside HVHZ: o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17-0406.06. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO -2683-17, RIO - 2687 -17, or RIO -2688-17. Consult the Prevail product installation instructions on the follow pages for all other installation requirements. PREVAIL .. Scut" MULTIFAMILY SIDING PRODUCTS Lap Slding 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 tanks on1Carry edge. P 9 Protect edges and corners from breakage. Themanufaclurerisnotg responsible for damage caused by 11. w16'ng station so that wind will blow dust awayfrom user andothershwdWngarea. 2. Use one of the following methods: a. Best I. Score and snap U. Shears (manual, electric or pneumatic) b. Better: I. Dust reducing draft saw equipped with a Hardiebladea+saw blade and HrAvacuumextraction c. Good: I. Dust reducing circular saw with a Hardleblade saw Wade only use for low to moderate cutting) 1. Cut using score and snap, or shears (manual, electric or pneumatic). 2.Posilioncutting slaGonInweM1venhtaledarea NEVER use a power saw Indoors NEVER use a circular smv blade that does not carry the Hardieblade saw blade tradenwk NEVER dry sweep– Use wet suppreWonorHEPAVacwm Important Note: For maximum protection (lowest retable dust production), the Manufacturer recommends always using'Besr4evel cutting methods where feasible. improper Storage and handling of the product. NIOSH -approved respirators an beused m conjunction with above cutting practices tofurUher reduce dustexposures. Addilbnal exposure InfamaUon Isavailablealwww.prmkldulg.00m to help you deterrdne themost appropriate cutting method for yourjob requirements. Itconcern So exists about exposure levels or you do notcon* with the above practices, youshould always consult a qualified Industrial hygienist or contact the Manufacturer for further inlonnatbrt stxwhrs GENERAL REQUIREMENTS: PrevailTM lap siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. sheathing'. Irregularities in framing and sheathing can mirror through the finished application. PrevailTM lap siding can also be installed over foam insulation/sheathing up to 1' thick. When using foam insulation/sheathing, avoid over -driving nails fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power -driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. A water-resislive barrier is required in accordance with local building code requirements. The water -resistive barrier must beappropriately installed with penetration and junction flashing in accordance with local building code requirements. The manufacturer will assume no responsibility for water infiltration. Install Prevail"" 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' dearance between PrevailTM products and roofs, decks, paths, steps and driveways (figs. 4, 5 & 6). Maintain a 114' clearance between PrevailTM products and horizontal flashing (fig. 7). Ensure gutters have end caps. Maintain a minimum 1' gap between end caps and siding FigureFt 1 Double Wall Single Walltrim (fig.8). g Construction Construction Install kickout flashing at roof -wall junctions (fig. 9). water -resistive banter set-in bracingAdjacentfinishedgrademustslopeawayfromthebuildingInaccordancewithlocalpplIywoodor24' o.c. max. building lodes - typically a minimum of6' in the first 10'. oSB sheathing Do not install PrevailTM products, such that they may remain in contact with standing water. PrevailT" lap siding must be installed on vertical wall applications only. DO NOT use stain on PrevailTM products. For larger projects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement ofthe 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 Factory8lr11fCo1orAn/s6, Recommended for Primed producQ It is not recommended to use caulk at field butt joints. Figure 2 water -resistive barrier jofnlllashing•• Dla keo9ei \°p\\ II // o watebardeUve Install clanks in moderate contact ° 0 0 o fastener Install a 1 114' starter strip to o ensure a consistent plank angle 0 0 Install factory finished edges together at butt joints. leave appropriate gap between planks and trim, then caulk— As required by local building code "'Apply caulk In accordance with caulk manufacturers written application instructions. WARNING: AVOID BREATHING SILICA DUST PrevaUT1 products contain respirable cystaltne silts, which Is known to the State of California to cause anter and is considered by IARC and NIOSH to be a cause of anter from some occupadonal sources. Breathi ng excessive amounts ofrespirable sllia dust an also pose a disabling end potentially falai lung disease called silicosis and has bean linked with other diseases. Some studies su gest smoking may Increase these risks. Durahg msWUation orhandling: ((1) work bh outdoor areas wrath ample wen wearn: ( 2) use fiber cement shears roc wtdng or, where mol feasible, use a HardieWade' saw blade and dust•redudng circular sew alWdhed to a NEPA vacuum; (9 worm others In the (mmedlale area; (4) weaz a prapedyddted, NIOSH approved dust mask or respirator (e.g. N-95) in accordance withappBablegovernmentregulationsandmanufacturerinstructbnstofurtherIImitrespirablesBlaexposures. During dean up, use HEPA vaaums or wet cleanup meUrods -never dry sweep. For further lnlormafxun, refer to our InslallaUon InsWctions and Material Safety la Sheet avaaable al wwnv.prevailslding corn or by cutting 1-877-2367526. FAILURE TO ADHERE TO OUR WARNINGS, MSOS, AND INSTALLATION INSTRUCTIONS MAY LEADTO SERIOUS PERSONAL INJURY OR DEATH.+ PR1007-P114 7110 CLEARANCES Install siding and trim products in compliance with local building code requirements for clearance between the bottom edge of the siding and the adjacent finished grade. Figure 3 stud barrierwatbamer Vantage"' lap siding Maintain a 1/4" clearance between the bottom of Prevail'" products and horizontal flashing. Do not caulk gap. Figure 7 Fp sldlni Maintain a 1" - 2" clearance between Prevail'" products and paths, steps and driveways. Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 8 gutter and end cap FASTENER REQUIREMENTS"* fascia Maintain a 1" - 2" clearance between Prevail'"' products and decking material. deck material Figure 5 r ledger South At the juncture of the roof and vertical surfaces, flashing and counterflashing shall be installed per the roofing manufacturer's instructions. Provide a 1" - 2" clearance between the roofing and the bottom edge of the siding and trim. Figure s gashing Figures . KICKOUT FLASHING Sirs i<• •• Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. The roof must be flashed with elKrrnyM. step flashing. Where the roof terminates, install a kickout to deflect water away from the siding. odo ao• It is best to install a self -adhering membrane on the wall before the subfascia and trim M"'"D 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 Prevail"" lap siding products. Face nailing (fasteners exposed) should only be used where required for high wind areas and must not be used in conjunction with blind nailing. Consult applicable building code, product evaluations, or code compliance reports for correct fastener type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where local building codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. stud 24'• -- O.C. max. stud 24•• Figure 10 Figure 11 1 1/4• min. O.C. max, 1 overlapwater -resistive v Minimum overlap '1 IbarrieroforBothFaceiI e and Blind Nailing blind nail I I ° J— U min. 1 1/4" Yr face nail 4 0 overlap i 1 t r . water -resistive water -resistive i barrier 1 1/4" min. barrier overlap 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, visitwww.ilconline.com. Also see General Fastening Requirements. P214 6110 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 PrevailTM 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 where Local Building Codes have specific jurisdiction. Consult the manufacturer's Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no 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, 17 16 15 14 add nail 13 9 2 50 40 do not under oo NoT Figure A Figure B drive nails STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant DO NOT use stain on PrevailTM' products. 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. Back -rolling is recommended if the siding is sprayed. FACTORY BUILT COLOR TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Touch up nicks, scrapes and nail heads using the Factory Built Color technology touch-up applicator. Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new 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 trim where possible, and caulk. Color matched caulks are available from your Factory Built Color product dealer. Treat all other non -factory cut edges using the Factory Built Color technology edge coaters, available from your Factory Built Color product dealer. PAINTING PREVAIL TM SIDING AND TRIM PRODUCTS WITH FACTORY BUILT COLOR TECHNOLOGY When repainting Factory Built Color products, the manufacturer recommends the following regarding surface preparation and topcoat application: Ensure the surface is dean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain or oil/alkyd base paints on Prevail"' products Apply finish coat 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 SQ 5114 6114 7114 7112 8 8114 9114 9112 12 I SO =100 SOL) I (exposure) 4 5 6 6114 63/4 7 8 8114 10 314 1 25 10 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 Be 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: PrevailTM lap siding complies ASTM C1186 in so doing meets the Fiber -Cement Siding code requirements in the 2006 International Building Codee Section 1401.10, 1405.15, and 1405.17.2; and the 2006 International Residential Code® for One- and Two -Family Dwellings Table R703.4 and section R703.10.2. Consult James Hardie Technical Services for applicable product evaluations or code compliance reports. P314 7110 South A 2010 JHTL. All rights reserved. TM. SM, and ® denote Additional Installation Information, PREVAILtrademarksorregisteredtrademarksofJHTL. Warranties, and Warnings are available at www.prevailsiding.com MULTIFAMILY SIDING PRODL Paa 7110 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATIONTDN Application No: I 8- l u l Documented Construction Value: S 4,462.00 lob Address: 3843 Nipht Heron Dr Historic District: Yes No Parcel ID: 17-20-31-502-0000-2090 Residential Q Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of work: Install new AC with duct work and venting Plan Review Contact Person: Sarai Rodriguez Title: Residential Administrator Phone: 407-886-3729 Fax: 407-886-3729 Email: srodriguez@energyair.com Property Owner Information Name Starlight Homes Florida LLC Phone: 407-730-1311 Street: 1064 Greenwood Blvd Ste 124 City, State Zip: Lake Marv. FL 32746 Resident of property? : NO Contractor Information Name Energy Air Inc (Robert Kulp) Phone: 407-886-3729 Street: 5401 EnegrY Air Ct Fax: 407-886-7580 City, State Zip: Orlando FL 32810 State License No.: CAC1816317 ArchitecVEngineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FRC 105.3 Shall be inscribed with the date orappneation and the code in effect as of that date: 51' Edition (2014) Florida Building Code Revised: June 30.2015 Pumil Applicalion 10 NO'T'ICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property ofthe requirements of Florida Lien Law, FS 713 The City of Sanford requires payment ofa plan review fce 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: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructlbn and zoning. 8/9/18Siytaturcol'Q%%ncr/Agan Datc Signaumc M' 'anlractor/Agent Dalc Print O ncr/Agent's Name Signature ot'Nomry-Slate of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Kulp Print Conuactor/Agem's Name Signalurc of Notary -%lute ofFloriQa a Date Mnowvn ior Florida Sara! Drsonal 47054 Contractor/Agent is X Pe 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 Fire Alarm Permit: Yes No[) APPROVALS: ZONING: UTILITIES: WASTE WATER: COMMENTS: Kcviscd: Jurtc 30.2015 ENGINEERING: FIRE: BUILDING: Prnnit Application WORK ORDER Job #: 34667 Date: 1/25/2018 145961 Subdivision Phase I Bid I L/U I Blk BILL TO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 1 12091 ADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: 3843 Night Heron Dr CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip Sanford IFL 32773 Model/Bldg: 1827S Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pum R -410a Job Contact: S Woolwine A/H-1 or Furnace F84CNP030L00 A/H-2 or Furnace Job Phone: 4077301311 Heater or Coil CE2401 COS Heater or Coil Date Requested: CU -1 CH14NBO3000G CU -2 Date Required: T'Stat: TH6220D1002 T'Stat: Filter Base AHU Location N/A 1 st FI Int Closet Filter Base AHU LocationPermitInformation: Efficiency 14.00 SEER / 8.2 HSPF Efficient MUST BE ACCURATE AND COMPLETE: A/H-3 or Furnace A/H-4 or Furnace Heater or Coil Heater or Coil Bldg. Permit# CU -3 CU -4 Township: Sanford T'Stat: T'Stat: Filter Base Filter Base AHU Location AHU Location Incl. on Builders Permit: No Efficiency Efficient EAI Pulls Permit: Builder calls inspection: Yes Yes Zoning Brand: Zone Kit #1 Honeywell/Johnstone Vent. Damper ZD1 Yaisomo17 Qty1 EAI calls inspection: No Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 319.01 Transformer ZD4 Surge Protector ZD5 ByPass Damper #1 ZD6 B Pass Damper #2 ZD7 PO Numbers Qty Yes No Qty. Yes No Grs.Stamped Stl. 13 X Flue Pipe: X Grs.Stamped Returns 8 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alum 1 X Elect. Air Cl. X Kit. Hood Duct: X Conc. Slab: X Kit. Down Draft Duct: X Heat Recovery: X fan 80 cfm BFQ80 2 X Fresh Air: 1 X fan lite BFQF70 X Bath Exh. Duct: Dryer Vent: X 1 X Special Instructions Or Comments: Accounting Department: Job # Estimated Estimated Invoice Due Date: Task - Description Hours Cost 03 -Fabrication Labor 2.20 27.72 Rou hin 2,196.00 04 -Installation Labor 21.78 326.70 06 -Piping Labor 6.75 114.75 Trim 2,196.00 14 -Kitchen Vent Trim 02-Material/Tax 1,103.08 Ol-Equipment/Tax 1,339.77 Permit 70.00 09-Permit/Other80.00 011 -Delivery Labor 1.23 15.54 20 -Pull Material Labor 2.47 31.07 Total Contract: 4,462.00 11 2 -Startup Labor 2.50 42.50 Certificate of Product Ratings AHRI Certified Reference Number: 9162305 Date: 08.06-2018 Model Status : Active AHRI Type: HRCU-A-CB Series: 14 SEER HP Outdoor Unit Brand Name: CARRIER Outdoor Unit Model Number (Condenser or Single Package) : CH14NB030'0"A' Indoor Unit Model Number (Evaporator and/or Air Handier): FB4CNP030L The manufacturer of this CARRIER product is responsible for the rating of this system combination. Rated as follows in accordance with the latest edition of ANSI/AHRI 210/240 with Addenda 1 and 2. Performance Rating of Unitary Air -Conditioning & Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, independent. third party testing: Cooling Capacity (A2) - Single or High Stage (95F), btuh : 28600 SEER: 14.00 EER (A2) - Single or High Stage (95F) : 11.50 Heating Capacity (H12) - Single or High Stage (47F) : 28600 HSPF (Region IV) : 8.20 1'Active- Model Status are those that anAHRI Certification Program Participant iscurrently producing AND selling or offering forsale: OR new models that are beingmarketedbutarenotyetbeingproduced'Production Slopped' Model Status are those that an AHRI Certification Program Participant Is no longer producing BUT Is slidsellingorofferingforsale. Raltncis Ihal are accompanied by WAS indicate an involuntary re -rate The new Published ralina is shown along with the previous fie WAS) ralina DISCLAIMER AHRI does not endorse the products) 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 nre valid only for models and configurations listed In thedirectoryatwww.ahrldlrectory.erg. TERMS AND CONDITIONS This Cenif tate 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: entered Into a computer database: or otherwise utilized. In any form or manner or by any means. except for the user'sindividual, personal and confidential reference. CERTIFICATE VERIFICATION The information for the model cited on this certificate can be verified at www.nhridiroclory.org, dick on -Verify Certificate' linkandentertheAHRICertifiedReferenceNumberandthedateonwhichthecertificatewasIssued. which is listed above, and the Certificate No., which is listed at bottom right. r 02018Air-Conditioning, Heating, and Refrigeration Institute I CERTIFICATE NO.: AIR-CONDITIONING. HEATING. REFRIGERATION INSTITUTE tu• m.A.• lift• F fu 131780389737425433 FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . IR -0000128 Date 8/27/18 Application pin number . . 974205 Property Address . . . 3843 NIGHT HERON DR Parcel Number 17.20.31.502-0000-2090 Application type descrip NEW S - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 263152 Application desc noc on file Owner Contractor STARLIGHT HOME STARLIGHT HOMES FLORIDA LLC 1064 GREENWOOD BLVD STE 124 LAKE MARY FL 32746 407) 708-0161 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 15.00 NUMBER OF STORIES 1.00 SQUARE FOOTAGE 2462.00 Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1073816 Permit pin number 1073816 Sub Contractor ENERGY AIR INC Permit Fee . . . . 70.00 Issue Date . . . . 8/27/18 Valuation . . 4462 Expiration Date . . 2/23/19 Qty Unit Charge Per Extension BASE FEE 70.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrichosanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -MECHANIC 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1 -BLDG PLAN REVIEW 1017.00 02 -CURB CUT/DRIVE - S/F 40.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. IF CITY OF SANF BUILDING & FIRE PREVEN PERMIT APPLICA Application No: I Documented Construction Value: $ 2.5 Job Address: 3P,43 N1ty1,+ 14e, -Z2, Dt' Historic District: Yes [I No Parcel ID• Residential a Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: PI 4si5 _-en+ (o :g bLI I S Title; Phone: Fag: Name Property Owner Information Phone: Street: Resident of property? : City, State Zip: Contractor Information Name R-27. Ill -e-1 ±tz 4)(Lk-P' N b tv S3 Phone: -4X-+— 2-43 Street: A-461 6r,0n r V4,^ alb' Fag: 402- 2,46- City, a- City, State Zip: a-1 c.4• =!o ,4f, 3 2-8 Z` --t State License No.: C Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fag: E-mail: _ Mortgage Lender: Address: i", -i zu9 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Y( PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBT. FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installat'. commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating const in this jurisdiction. I understand that a separate permit must be secured for electrical worts, plumbing, signs, wells, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: V Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application has A i NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may Ifoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as wat management districts, state agencies, or federal agencies. Acceptance ofpermit is verification that I will notify the owner of the property of the requirements ofFlorida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee 2t the time of permit submittal. A copy of the executed contract is requirinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmitsTheactualconstructionvaluewillbefiguredbasedonthecurrentICCValuationTableineffectatthetimethepermitisissued, accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction Vail 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 w be done in compliance with all applicable laws regulating construction and zoning. Signature of Owncr/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 Sipature of Controctor/Agent Date Print Contractor/A ' Nam Ce Signature of Notary -State of Florida Date PATSUS MY l:l)wissw tl EXPIRES: August 800m7imNotarypum Contractor/Agent is t,/ Personally no Produced 1D Type.of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electricaln. Mechanical Plumbing Gas Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: # of New Construction: Electric - # of Amps Plumbing - # of Fixtures Roof Flood Zone: Fire Sprinkler Permit: Yes No # of Hsads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Permit Application Revised: June 30, 2015 120901 2018 Ir r 9701 BacFinan Road Established 1873 9507 State Road 52 123 Muter Road 12Orlando, FL 32824 vrww.RJKlely.torn Hudson, FL 34668 Valrlco, FL 33594 •, 4'- 407-855.2636 state License d CF -0020 2 727-863-5486 813-661-0707 pay@:10 1R.J. KiELTY proposal Date: 7126/2017PLUMBING •HEATING COOLING proposal No: 717-13533 Location: Wyndham Preserve, Sanford Prepared For: Starlight Homes Florida, LLC Model: Firefly -18271064GreenwoodBlvd. Suite 124 Lake Mary FL 32746Sum of: $5,925.00WeProposeherebytofurnishmaterialandlabor - complete In accordance with specifications below for the Payment to be made es follows: I 40% Rough In 30% Top Out 30% Finish. NET 10 Days All materials guaranteed to be as specified. All work to be completed in aworkman like manner according to standard practices. Any atiereUon or deviation del our control. Owner to fire, tornado, and other necessary I^s 1CQ' Our workers are All from spoclocations bolow involving erA costs ! d! emoted only upon writton orders, and will become an extra charge war and above the estimeto. r agreements contingent upon stn'kes, aocid 1! t covered by worksr's compertsalbn ins 1— THIS ROPOS L MAY BE WIT DRAWN IF NOT ACCEPTED IN 30 D V AUTHORIZED SIGNATURE: We hereby submit apecifica s and rmates for. blestor Bath Accord 6046 Base 72270100 White With Walls And Moen Chateau TL182 Chrome Valva1ShowerSterling Gerber Maxwell 2t-9121.28 While Elongated1ToiletByBuilderWithWenChateau64925Chrome Faucet1Lev Did Bath 60x30 71140120 While With Walls And Moen Chateau TL183 Chrome V o 1 Tub Sterling Accord Gerber Maxwell 21-9121.28 White Elongated1ToiletByBuilderWithMoenChateau61925Chrome Faucet1Lav Kitchen 1 Sink By Builder 1 Faucet Moen Integra 67315 Chrome 1 Disposal ISE Badger V With Cord 1 Icemaker Line With Recessed Box I Dishwasher Hook Up utilities 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE: 8acktfAirrg Ipduded For Sewer &Water Only (Slab Bacldilflng BY Others Bac kilow Preventers Included EKCLUSION3 NO Permit Fees Included Water Piping In: CPVC 40' Sewer Allowance; Additional $12 Pur loot 40' Water Allowance; Additional $3 per loot Applies to any direct contract between an owner contractor (RJK} - Notice of ^ Laws - Yo areFauli wriStatutes ud to dothevork as 713.001-713.37. specified. PaymenProposal AIIbe made above prtces, specifications and conditions are Sys is" and hereby the eoutlinedabove. I spree to pay reasonable altomeys lees court costs In the oven) of legal action. A monthly service charge of 1 1/296 will be added alter days. Any sewer laps deeper than 4112 feet or requires backhoe or dewatering will be an extra charge. I DATE OF ACCEPTANCE 8 PAGE 2: SIGNED: Branch: Hudson 1 Edit By: Last Edit Date: 7/2712017 IfCITY OF SkNFORD rIR[ UEPARrr1 om'r Building & Fire Prevention Division PERMIT APPLICATION Application No: I ( 1'e I Documented Construction Value: S 51,000 Job Address: 3843 Night Heron Drive Historic District: YesF—]NoM Parcel ID: 17-20-31-502-0000-2090 Residential a Commercial Type of Work: NevtIZI Addition Alteration Repair Demob Change of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough, and trim Plan Review Contact Person: Phone: 407-630-8119 Brandon Gibbs Title: Director Fax: Email: brandon.gibbs@reedcm.com Property Owner Information Name Starlight Homes FL, LLC. Street: 1064 Greenwood Blvd., Ste. 124 City, State Zip: Lake Mary, FL 32746 Phone: 407-708-0163 Resident of property? : Contractor Information Name Brandon Gibbs Street: 146 West Plant St., Ste. 240 City, State Zip: Winter Garden, FL 34787 Name: n/a Street: City, St, Zip: Bonding Company: n/a Address: No Phone: 407-630-0119 Fax: State License No.: EC13008106 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: n/a Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. i certify that no work or installation has commenced prior to the issuance of a permit and that all work will be 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 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 ofthis 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 ofthe requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time ofpermit 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. Lp a Signature ofowner/Agent Date Signatoto ofCont actodAgent . Yy, mA ve% C,; 1,473 Print owner/Agent's N2rne Print Contractor/Agent'sNome I ? p Z t J111 Signoarre of Notary -State of Florida Date Signature ofN to Florida e E 5 a ¢ yP L N M Owner/Agent is Personally Known to Me or Contractor/Agent is L, Personally Known to Me or Produced IDType 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 Fire Alarm Permit: Yes No APPROVALS: ZONING: 1 rMI TIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: January 1, 2018 Paatit Application