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Home My WebLink About2647 Flycatcher Way 18-1497 (A) NEW SFH (2)COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100003 DATE: March 29, 2018 e4-) BUILDING APPLICATION #: 18-10000319 BUILDING PERMIT NUMBER: 18-10000319 UNIT ADDRESS: FLYCATHCER WAY 2647 17-20-31-502-0000-2330 c 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: 2647 FLYCATCHER WAY / LOT 233 / WYNDHAM PRESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single FamilHOusing 705.00 1,000 dwl unit 705A0 ROADS-COLLECTORSNlA SinleFamily Housing .00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family HouS1 54. 00 InSCH90LSCO - WIDE ORD 1.000 dwl unit 54,00 Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/ A 00 LAW ENFORCE N/A 00 DRAINAGE N/ A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT, PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY, THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE CITY OF S,,NFORD F LORMA Issue Date Fire Prevention Division P.O. Box 1788 Sanford, FL 32772-1788 CERTIFICATE OF OCCUPANCY Parcel Number Property Address Subdivision Name Legal Description Owner Contractor Application Number Description of Work Construction 'T'ype Occupancy Type Flood Zone Approved musarg Mm January 17, 2019 17-20-3 1-502-0000-2330 2647 1-1Y(A'FCHER 'WAY SANT-ORD, Fl- 32773 ST'ARLIGI FF HOME'S STARLIGHT HOME'S FLORIDA I,I,(' BR 18-001497 BLDG PERMIT - NEW CONS-F/AL'FER BUILDING OFFICIAL VOID (-;VLESS SIG.VED BY THE B(,,"ILI)IV(; OFFICIAL In accordance with this Certificate of Occupancy, all inspections for compliance with the 5t" Edition Florida Building Code 2014 for occupancy and Use have been performed and approved. If the construction projectject was permitted and built under the owner/bUilder contractor exemption of Florida Statute 489.103; refer to the state statute regarding limitations on renting, lease or sale of this property. THIS INSTRUMENT PREPARED BY: AMf is 0X `! Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124 COMMENCEMENTNOTICE OFLl" IlhlOLE Ctjl1l Y C: 01 P i ROLL€ R LEKK' S ?El1vi} itSL} RL; 4iil.,`i,. IE: 0I 6 }I , ii>2' il` i'T€E4,,Ijn M,-- CORDEDBY hi1F5vCire Permit Number: Parcel 11) Number: 1 %-20-31-502-( 000- 'a), The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Wyndham Preserve PQ 81 is 93-192 toff ma - GENERAL DESCRIPTION OF IMPROMENT: Construct New SFR 6 -' 1 OWNER INFORMATION: Name: Starii ht Homes Florida, LLC Address: 1405 Old Alabama Road, wife 200, Roswell, GA 30076 -- Fee Simple Title Holder (if other than owner) Name: NA CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 1' o w In a tate of Florida Des—Ignated by Owner upon whom notice or other documents may be served asProvidedbySection713,13(i)(b), Florida Statutes. Name: NA In addition to himself, Owner Designates Section 713.13(1)(b), Florida Statutes. M of To receive a copy of the Lienor's Notice as Provided in Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a differentdateisspecified) WARNING- TO OWNER. ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORT{ OR RECORDING YOUR NOTICE OF COMMENCEMENT, Under penalties of perjury=(Xvner' s I declare that I have read the foregoing and that the facts stated in it are true to the e te and belief. gnaure owner's Printed Name Honda Statute 713.13(1)(g): "The owner must sign the notice of conmeno.,ment and no one else may be permitted to sign in his or her stead." State of - County of The fore instrument ackno Iedged before me thisffft day of 2Q by Who is personally known to me Name or person making statement OR who has produced identification 11 type of identification produced: Shayne Mangel INOTARY PUBLIC STATE OF FLORIDA Comm# GGI 13111 Y EI'" Z Expires 6121 /2021 Nola y Signature c Job Address: a R L-V-1 Historic District: Yes 0 No Z Pareel ID: 17-20-31-502-0000 0 Wyndham Preserve Lot Residential [2 Commercial Type of Work: New 10 Addition 11 Alteration 11 Repair 0 Demo 11 Change of Use Move 11 Description of Work: Construct New SFP Plan Review Contact Person: Shayne Mengel Title: Permit Coordinator Phone: 407-708-0161 — Fax: 407-647-0700 Email-, Shayne.mangei@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street; 1405 Old Alabama Road, Suite 200 Resident of property9 No City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert VVillets Phoney 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 Fax: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Arch itectlEng ineer Information Name: Mulhern & KulPhone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA - E-mail: sives@mulhernkulp.com — Bonding Company: NA Mortgage Lender: NA Address-. Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT' IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AIND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FRN' ANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE IORDFNG YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction, I understand that a separate permit must be secured for electrical work plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in of as of that date: 51h Edition (2014) Florida Building Code Revised: june 30,2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state ;agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 711 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 turre 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: t certify that all of the foregoing information is accurate and that all work, will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Sli'llatUrC ot'Notan-State of Honda Date Owner/Agent is Personally Known to Me or Produced ID Type of III __ signature of Contractor/Agent Date Robert Wallets Print C011VEMOF/Agent's Name A Signature or'N"t, s_'at"ofIFIond1a Date ShaYrle Mange,' NO TARY PUBLIC JR,' A 9iSTAT 01 OF FLORIDA GGI 13 Contractorl & S EKn M nowto ode norZ! Produced ID Type OrIf-) BELOW IS FOR OFFICE USE ONLY Pertnits Required: Building [2 Electrical & Mechanical a PlurnbingE] Gas[] Roof Construction Type: V 0- Occupancy Use: (ZIZI Flood Zone: Total Sq Ft ofl3ldg:_ Z_,4 (,. -Z- Min. Occupancy Load: \'> — # of Stories: New Construction: Electric - # of Amps 1b Plumbing - # of Fixtures- /!; Fire Sprinkler Permit: Yes [:] No 9 of I -leads UITILITIES: APPROVALS: ZONING: E N GIN I ---'E R I N G: 0"%'-T'(,- `,3 DIRE: COMMENTS- Ok to construct single family home with setbacks and impervious area shown on plan. 33 nc, F Fire Alarm Permit: YesE] No [ J WASTE WATER,- BU I I, DJNG 1- 111-- Revised: June 30,2015 11cri- nit -application CITY OF SANFORD BUILDING & FIRE§REVENTION PERMIT APPLICATION 10. Application N Documented Construction Value: S Job Address: )c'A Historic District: Yes D No 0 Parcel ID: 17-20-31-502-0000- Q_3 0 Wyndham Preserve Lot Residential 2 CommercialE] Type of Work: New 2 Addition El Alteration 1:1 Repair El DemoEl Change of Use El Move 1:1 Description of Work: Construct New, SFR Plan Review Contact Person- Shayne Mangel Title- Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite,200 Resident of property? No City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 Fax: 407-647-0700 City, State Zip: _ Lake Mary, FL 32746 State License No.: CGC1522347 Arch itect/Eng ineer Information Name: Mulhern & Kul-. Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA - E-mail: sives@mulhernkulp.com Bonding Company: NA Mortgage Lender: NA Address: Address: PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT M-UST BE RE CORDED AND POSTED ON THE JOB SITE 13EFORE THE F IRST 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 ba.* comm ence8 prior to the issua-&ce*f a permit ani that 211,%v6rk vrill be performed to meet stanAwds of all laws regulating const*action 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: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City 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. 2) - n7k 4 s Signature of ONvaer/Agent Date Signature of Contractor/Agent Date Robert Willets Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is — Personally Known to Me or Produced R) Type of ID L- - Signature of No Florida M y Shayne Man gel NOTARY PUBLIC STAT OF FLORIDA GGI 13Contractoris 10 , I I Known to Me or Produced ID Typewo BELOW IS FOR OFFICE USE ONLY r--1PermitsRequired: Building L_J ElectricalEl Mechanical E] Plumbing[] Gas[] Roof Construction Type:__ - Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - N of Amps Plumbing ® # of Fixtures Fire Sprinkler Permit: Yes El NoEl # of Heads Fire Alarm Permit: YesE] NOE] APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: WASTE WATER: FIRE: -- BUILDING: Revised: June 30,2015 Permit Application 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: 2647 Flycatcher Way Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-2330 Phone Number: 407,6473700 Email: The -reason for the flood plain determination is: W New structure E] Existing Structure (pre-2007 FIRM adoption) El Expansion/Addition E] Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) 7-77777777,777, 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: El The parcel is in the: 0 floodplain 0 floodway A portion of the parcel is in the: 0 floodplain 0 floodway The parcel is not in the: [W floodplain E] floodway El The structure is in the: 0 floodplain El floodway El The structure is not in the: E] floodplain 0 floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-1497 Reviewed by: Michael Cash, CFM Date: March 28, 2018 qA7 fkrl TrM,1 Application for Paved Driveway, Sidewalk or 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 Zsidewalkconstructionover100squarefeetofconcreteorothermaterialonthesubjectparceland / 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 Know -hays below. size and location of the existing right-of-way and use shall be provided or application could be delayed. Call More you diij, 1. Project LoGation/Address: NEE c- 2. Proposed Activity: Driveway Walkway Other: 3, Schedule of Work: Start Date Completion Date Emergency Repairs 4, Brief Description of Work: Construction Of New SFR This application is sub 'tt d by: 7 e Property Owner Signature: Print Name: 12 Site 124 Lake7Mry, FLAddress: 1064 Green ood Blvd Suite 124, Lake Mary, FIL 32746 Phone: (407) 708-0161 — F,,: 407-647-0700 Email: Shaytip.mangel@stadighttiomes.com Date: 3- \011, I % Maintenance Responsibilities/Indemnification The Requester, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requester may, with written City authorization, remove said install ationlimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requester does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requester's expense and, if necessary, file a lien an the Requester's property to recover costs of restoration To the fullest extent permitted by law, Requester agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way, I have read an 4,a nderstand the above statement and by signing this application I agree to its terms. Date: 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: Date: WVMuur to 10 ROW Use Dnveway,pdf ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: —Z-A __ reject Name: Project Address: ,tit 1 Building Permit #: Z: 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-farnily dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice, Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which nlay result from the exercise of'such right. Also, in the event any third party claims damages frorn the exercise of such right, we agree to jointlyIL_ I and Individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees, 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring In the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector, S. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6, This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. T 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 GFC1 outlets only. 9. Check with the local jurisdiction for fees associated with tugs. P IT I iricof -wrier/Tenant Signature o Owner//Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: ROort, Willets ILrin ;a ze of Gen. Contractor Signature of Gen, Contractor CQql 522347 Gen. Contractor License # oi[ Print Name ofEl, Contractor Ignature of El, Corr(ractor El, Contractor License 4 CALLED INTO: ol Progress Energy i.'i Florida Power and Light on Rev. 02/10/15) LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 1-io- I hereby name and appoint: Amy Lacey, David Lacey, Amanda Smythe an agent of; Starlight Homes Florida, LLC Name o-f—C—on—ipany)--- 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): V The specific permit and application for work located at: b Str'e, eel AdAd Expiration Date for "This Limited Power of Attorney: License Folder Name: RobertVVillets State License Number: CGC1522347 Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this _L day of 200 by --- RDb-eA)8ffitejS who is D personally known to me or o who has produced as identification and who did (did not) take an oath, Sigukure Notary Seal c z- y -4 Shayne Mangei 4 OTARBLIC Print or t e name NYPUSTATE OF FLORIDA Comm# GG1 13111 Notary Public - State of 1 dE 1,41", Expires 6/21/2021 7'VCommission No, My Commission Expires:_ Rev. 08 12) THIS I NSTRUIVIENT PREPARED BY: AMN; L-Otf,'IName. Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124 jem"t MA;01=1 0 M 1111111111111111111111111 fill 1111 SENINOLE COUNTY J-11--RK OF C. IRt"UIT -C01"ll"TROLLERBK9Cl96P0889 ( I P:j si CLERK'S a 2018031605 RECORDED 071/22121-118 10V59`2',- 111Rf-H"ORDING FEES $1j'jjjt'l RECORDED BY lidevore The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) M I . 0 # . . 1111134"MUING101 OWNER INFORMATION: Name: Starlightht Homes Florida, LLCIl Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee Simple Title Holder (if other than owner) Name: NA CONTRACTOR: Name: Starlight Homes Florida, LLC Address- 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 ftrsons wi In the State of Florida Designated by Owner upon whom notice or other documents may be servedasprovidedbySection713.13(l)(b), Florida Statutes. Name: NA In addition to himself, Owner Designates NA M To receive a copy of the Lienor's Notice as Provided in Section 713.13(l)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is I year from date of recording unless adifferentdateisspecified) 1 U-05 FAW SIR= — if i owledge andi elief. 0 —wn-e-r —sF—,n-nTe-d ha m e Florida Statute 713.13(1)(g): "The owner must sign the notice of Commencement and no one else maybe permitted to sign in his or her stead,' r— % State of --f- County of Z tt arknoie d ged TheforegoirminstrumentackIbefore ?6* N me this 1 day of 2A -MDNby Who Is personally known to me Name of person making statement OR who has produced Identification type of Identification produced: Shayne Mangel NOTARY PUBLIC FLORIDA STATEOFP, 9Comm# GIG1 13111 . ..... Notary signature El Expires 6121/2021, 13 11131 Tfils iNSTRU ENT PREPAREia BY: l L_ -°1 Name: StariightHomesFiaskda,LLC _ GRr'iiiT #`ltILCIYr SET1 MOLE COUNTY Atldresa: D 4 G nivood nits 1 CLERK OF CIRCUI1COURT 1. COMPTROLLER CLERK' S 20IN3105 RECORDED 03/22/217i111 1i1-` 9-'2`r (111 NOTICEOFCOMMENCEMENTRECORDINGFEESrt10' 11:3 RECORDED BY hdevor e State of Florida County of Seminole Pormit Number: Parcel ID Number; I7R20-31-502-0000- (gX The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter713, Florida Statutes, the following Information Is provided In this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) 12 GENERAL DESCRIPTION OF Construct New SFR OWNER INFORMATION: Name: itar}i ht Holes Florida, LLC Address: 1405 01 Alabama Rood Suite 200, Roswell, GA 30076 Fee Simple Title Holder (if other than owner) Name: NA CONTRACTOR: apmmmpv= i lornes F1c rida, I LGreenwood Blvdquite12, Lake Mary, FL 32746he StateofFtoridaDesignatedbyOwneruponwhomnot%ce or other documents may Las sewedeetion 71$.13(1)(b}, Fiorlda Statutes° Name: NA Address: In addition to himself, Owner Designates __ NA of To receive a copy of the I_lenor's Notice as Provided in Section 713.13(1)(b), Florida Statutes, Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a different date is specified)_ W4RNING O Ca fVER' ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDASTATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICEOFCOMMENCEMENTMUSTBERECORDEDANDPOSTEDONTHEJOBSITE. BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under ens ties tat perjury, I declare that t have read the foregoing and that the facts stated in It are trans to ttie e t f awledge and °lief. Cfwner s Signetuea owners Printed Name Fiodda statute 713.13(1)(9): " The owner mast sign the notice of commencement and no one else may be permitted to sign in his or her stud." State of County of The foregoin rostrum nt ackno lodged before nee this i day of — Id Who is personally known to me Name of porsoi making statement OR who has produced Identification F-1type of Identification produced: Shayne Manger vNOTARY PUBLIC m? STATE OF FLORtOA omm# GGI131 St1Expires 6121/202' i" a Permit 9 BUILDING PERMIT Min_ Max Ins ection DesctEticin.... 10 Foundation/Formboard Sey 10 Slab 20 Lintel 30 Sheathing — Roof- 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60-- Insulation 70 Drvwall 70 1000 Final Insulation 1000 Final Single FamLly Residence Address: Inspection Description Undemund Electric rFooter / Slab Steel Bond Electric Rough FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING T°I Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 233 - 1827 UL Builder Name: Starlight Homes Street: 2647 Flycatcher Way Permit Office: Seminole County City, State. Zip: Sanford , FL , 32773 Permit Number: Owner: t Jurisdiction: 4 Design Location: FL, Sanfor County- Seminole (Florida Climate Zone 2), 1 1, New construction or existing New (From Plans) 9. Wall Types(1820.0 sgff,) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1603.00 ftx b. Frame - Wood. Adjacent R=13.0 217,00 n' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 4 d. NIA R= fP 5. Is this a worst case? No 10. Ceiling Types (1909,0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1909.00 ft 6. Conditioned floor area above grade d') 1909 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. NIA R= ft' 11. Ducts R ft' 7. Windows(161.0 sgft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 381.8 a. U-Factor: Dot, 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: SFIGC=O.25 a. Central Unit 30.O SEER:14.00 c_ U-Factor: NIA ft' SHGC; 13. Pleating systems kBtu/hr Efficiency d. U-Factor: NIA 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 sgft.) Insulation Area a. Electric Cap: 50 gallons EF: 0 950 a. Slab -On -Grade Edge Insulation R=0.0 1909.00 ft- b. Conservation features b. N/A R= ft' None c. NIA R= ft' 15. Credits Pstat Glass/Floor Area: 0.084 Total Proposed Modified Loads: 57.19 PASSTotalBaselineLoads: 57,22 I hereby certify that the plans and specifications covered by Review of the plans andTF this calculation are in compliance with the Florida Energy specifications covered by this ^ 0 Code. calculation indicates compliance`;,, 1 with the Florida Energy Code. a;* PREPARED BY: Before construction is completed DATE: _ 4-1 this building will be inspected for compliance with Section 553.908 I hereby certify that this building,as designed, is in compliance Florida Statutes. tea{ with the Florida EnergUde OWNER/AGENT __ r.__ BUILDING OFFICIAL.: DATE: DATE. Compliance requires certification by the air handler unlit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403,3.2,1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402,4.1,1 and this project requires an envelope leakage test report with envelope leakage no greater than 7,00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Can requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNETfICC 380, is not greater than 0.030 fin for whole house. 1/18/2018 9A1 AM EnergyGauge(B USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Lot 233 - 1827 UL Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned Area: 1909 Lot # 233 Owner Name: Total Stories: 1 Block/Subdivision, Wyndham of Units: 1 Worst Case: No PlatBook: Builder Name: Starlight Homes Rotate Angle: 0 Street: 2647 Flycatcher Way Permit Office: Seminole County Cross Ventilation: No County: Seminole Jurisdiction: Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , 32773 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Tema Heating Design Daily Temp Design Location TMY Site 97,5% 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL—ORLANDO—SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1909 17753,7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 1909 177537 Yes 5 4 1 Yes Yes Yes FLOORS Z # Floor Type Space Perimeter R-Value ---- Area Tile Wood Carpet I Slab -On -Grade Edge Insulatio Main 171,8 ft 0 1909 ft, 0 0 1 ROOF Roof Gable Roof Solar SA Ernitt Emitt Deck Pitch V/ # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) I Hip Composition shingles 2135 ft' 0 ft~ Mediurn 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 It, N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Free Truss Type 1 Under Attic (Vented) Main 30 Blown 1909 ft' 01 Wood 1/18/2018 9 41 AM EnergyGauge®R, USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below 1 W Exterior Concrete Block - Int Insul Main 41 58 6 9 4 546.0 ft' 0 0 0,6 0 2 N Exterior Concrete Block - Int Insul Main 4A 18 6 9 4 172.7 W 0 0 0,6 0 3 E Exterior Concrete Block- Int Insul Main 41 55 9 9 4 520.3 ft' 0 0 0.6 0 4 S Exterior Concrete Block - Int Insul Main 41 39 0 9 4 3134.0 ft' 0 0 0.6 0 5 N 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 Width Height Area Ft In Ft In 1 E Wood Main None 39 3 7 21 ft' 2 N Wood Main None 39 2 8 7 18.7 It' WINDOWS Orientation shown is the entered, Proposed orientation - Wall OverhangV1_ # Ornt It) Frame Panes NFRC U-Factor SHGC Imp ------- Area Depth Separation Int Shade Screening- 1 W 1 Vinyl Low-E Double Yes 0,34 0,26 N 30,0 ft' 1 ft 0 in 1 ft 0 in None None 2 N 2 Vinyl L.ow-E Double Yes 0.34 0.26 N 15,0 ft' 1 ft 0 in 3 ft 8 in None None 3 N 2 Vinyl Low-E Double Yes 0,34 0,26 N 15,0 ft' 1 it 0 in 5 ft 6 in None None 4 E 3 Vinyl Low-E Double Yes 0.34 0.26 N 15,0 111 1 ft 0 in 1 ft 0 in None None 5 S 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 S 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 Floo€Area Ceiling Area Exposed Wall Perimeter Avg. WaII He€ght Exposed Wal! ion 1 403 ft' 403 it' 64 ft 9.3 It 0 INFILTRATION Scope Method SLA CFM 50 FLA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000414 20713 113.71 213,85 302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block 7.77 1 Electric Heat Pump/ Split HSPF:8.2 30 kBtu/hr 1sys#1 COOLING SYSTEM System Type Subtype rt Efficiency Block# Capacity Air Flow SHR Ducts 1 Central Unit/ Split SEER: 14 30 kBtu/hr 900 Cfnn 0,7 1 sys#1 1 /1812018 9:41 AM EnergyGauge(@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HOT WATER SYSTEM Conservation 1 Electric None Garage 0,95 50 gal 60,9 gal 120 deg None SOLAR HOT WATER SYSTEM SEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS supply ---- Return ---- Air CFM 25 CFM25 HVAC 4 Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Coo) 1 Attic 6 381.8 ft Main 95-45 ft Prop. Leak Free Main cfm 57.3 cfm 0,03 0.50 W 1 1 TEMPERATURES Progrannable Thermostat: Y Ceiling Fansi Cooling Jan Feb Mar Apr May Jun Jul AugovseopOct00CCHeatingJanHFebMarH Xj Xj Apr I May Jun JUI 1 Xj AugXj SovOctt, X D c Venting Jan Feb X Mar Apr May Jul Aug Sep X Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 62 0 0 1 - Electric Heat Pump I - Central Unit 1/18/2018 9-41 AM EnergyGaugeO USA - RaRes2017 Section R405.4 1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* - 100 The lower the EnergyPerformance Index, the more efficient the home, 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=O 34 SHGC: SHGC=0,26 b U-Factor. Do[, U=O.58 SHGC: SHGC=0,25 c. U-Factor; N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 2647 Flycatcher Way, Sanford, FL, 32773 New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 160100 ft2 b. Frame - Wood, Adjacent R=1 10 217.00 ft' 1 c. N/A R= d2 4 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1909.00 it' 1909 b, N/A R= it, Area c, N/A R= it, 120.00 ft2 11. Ducts R it' a. Sup: Attic, Rer Main, AK Main 6 381,8 4 1. 00 fr' 12. Cooling systems kBtu/hr Efficiency a. Central Unit 30.0 SEER:14.00 IN 1_000 ft. 0,257 8, Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=O.O 1909.00 ft2 b, N/A R= ft2 c. N/A R= ft2 13. Heating systems a, Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15, Credits I certify that this home has compiled with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed C o e compliant features, Builder Signature: OLVL Date: Address of New Homei City/FL Zip: S"rc,P(_ Cap: 50 gallons EF: 0.95 am Note: This is not a Building Energy Rating. If your Index is below 70, your home may quality for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge,com or see the EnergyGauge web site at energygauge,com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1 3 of the Florida Building Code, Energy Conservation, if not DEFAULT, 1/18/2018 9:41 AM EnergyGauge@ USA - RaRes2017 - Section R405.41 Compliant Software Pace 1 of 1 TABLE 402.4.1.1 AIR BARRiER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 233 - 1827 1 Builder Name: Starlight Homes Street: 2647 Flycatcher Way Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier, not be used as a sealing material - Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any are ' orsed ceiling/soffit the insulation and any gaps in the air barrier shall be sealed, shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed, Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed, a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joistsoists 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 metalled on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped, shall be permanently attached to the crawlspace walls. Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned _LE22t_shall be sealed.... Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed fighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall, thermal envelope shall be air tight and IC rated, Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wail tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed, HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids a. In addition, inspection of log walls shall be in accordance with the or( 0, 1/18/2018 9:41 AM EnergyGauge@ USA - FaRes2017 FBC 5th Edition (2017) Compliant Software Page 1 of 1 0 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot 233 - 1827 UL Builder Name: Starlight Homes Street: 2647 Flycatcher Way Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1909 surft. Cond.Volume: 17754 cult. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: -,-- R: Single or Multi Point Test Data Required ACH(50) frorn HOUSE PRESSURE___..__..FLOW: FORM R405-2017. Pa cfm 2 Pa cfm Tested ACH(50) 3 P - a - cfi-n * Tested leakage must be less than or equal to the 4 Pa cfrn required ACH(50) shown on Form R405-2017 for 5 Pa cfm this building. If the tested ACH(50) is less than 3 the building nnust have a mechanical ventilation 6 Pa cfm system. R402.4.11.2 Testing, The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 .. Testing shall be conducted with a blower door at a pressure of 0,2 inches w,g, (50 Pascals), Testing shall be conducted by either individuals as defined in Section 553,993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope, During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures, 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures, 3- Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open, I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2, 000LITAMN UH1111 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. 1 05(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 1/18/2018 9:41 AM EnergyGauge' USA - RaRes2017 - Section R405,4,1 Compliant Software Page 1 of 1 I FORM R405-017 Duct Leakage Test Report Performance Method FLORIDA, FOR y BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 233 - 1827 UL Builder Name: starlight Homes Street: 2647 Flycatcher Way Permit Office: Seminole County city. State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (Qn,aut) FORMR405-2017 -- Duct Leakage Nest 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 Total1 Divide by 100 I House Duct Total Conditioned Floor Brea) System Tested Qn (Cut) must be less than or equal to the required Qn (Cut). I certify the tested duct leakage to outside, Qn, is less than or equal to the proposed duct leakage Qn specified on FORM R405-2017. PRINTED NAME: Test Rater DATE: 1 /1€3/2018 Duct tightness shah be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: 1/18/2018 9.41 AM EnergyGaugeC,,) USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 wrightsoft" Project Summary Entire House Energy Air, Inc 5401 EiiergyArCt,Odando,FL3281OPtioiie:407,886-3729 Email: GRenner@energyaroomMb wow.energyaircom For: Lot 233 - 1827 UR, Starlight Homes 2647 Flycatcher Way, Sanford, FI 32773 Weather: Orlando Executive AP, FL, US Winter Design Conditions Outside db 44 'F Inside db 68 'F Design TD 24 'F Heating Summary Structure 15199 Btuh Ducts 2027 Btuh Central vent (62 cft-n) 1621 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 18847 Btuh Infiltration Method Simplified Construction quality Fireplaces Semi -tight 0 Heatin Coolin Area (ft) 1918 1M Volume (fla) 17760 17760 Air changes/hour 0.26 014 Equiv. AVF (cfrn) 77 41 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO300000A AHRI ref 7835429 Job: Starlight- dhamPrese.- Date: 4/18/2017 By: Plan: 1827 U Summer Design Conditions Outside db 93 F Inside db 75 F Design TD 18 F Daily range L Relative humidity 50 Moisture difference 44 gr/lb Sensible Cooling Equipment Load Sizing Structure 14900 Btuh Ducts 3646 Btuh Central vent (62 cft-n) 1199 Btuh Outside air Blower 0 Btuh Use manufacturers data y Rate/ swing multiplier 1.00 Equipment sensible bleload 19745 Btuh Latent Cooling Equipment Load Sizing Structure 2027 Btuh Ducts 576 Btuh Central vent (62 cfm) 1840 Btuh Outside air Equipment latent load 4443 Btuh Equipment Total Load (Sen+Lat) 24188 Btuh Reg. total capacity at 0.70 SHR 2.4 ton Make Carrier Trade CARRIERAIR CONDITIONING Cond CH14NBO300000A Coil FB4CNP030L AHRI ref 7835429 Efficiency 8,2 HSPF Efficiency 117 EER, 14 SEER Heating input Sensible cooling 20020 Btuh Heating output 28600 Btuh @ 47°F Latent cooling 8580 Btuh Temperature rise 29 'F Total cooling 28600 Btuh Actual airflow 899 cftn Actual airflow 899 clm Air flowfactor 0.052 cfm/Btuh Airflowfactor 0.048 cfm/13tuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat rate 0.82 Capacity balance point 34 'F Backup: Input = 5kW, Output= 17616Btuh, 100AFUE Boldritafic values have been manuallyoveaidden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2018- Jan-18 09 3143 wright: SOft Rrght-,,t, Univensil 2017 17,0,28 RSUI 7013 Page I ACCK Sp(,.cifid,"TidfiamPre,-,,rve,,,Lot233-1827U[,,rup Ca1c=MJ8 Front Doorfices N Manual S Compliance Report Job: Starlight- Wyndham Prese.., wrightsoft" Date: 4/18/2017 Entire House By: Energy Air, Inc Plan: 1827 U 5401 DnergyArCt,Orlando, FL 32810 Phone 407-886-3729 Email: GRenner@energyairoornVVe.b vexi.enorgyaircorn For: Lot 233 - 1827 UR, Starlight Homes 2647 Flycatcher Way, Sanford, FI 32773 Outdoor design DB: 92.6'F Sensible gain: 19745 Btuh Entering coil DB: 77.9'F Outdoor design \A/B: 75.9'F Latent gain: 4443 Btuh Entering coil V\/Bi 64.3'F Indoor design DB: 75.0'F Total gain: 24188 Btuh Indoor RH: 50% Estimated airflow: 899 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow-, 899 cfrn Sensible capacity: 20104 Btuh 102% of load Latent capacity: 6015 Btuh 135% of load Total capacity: 26119 Btuh 108%ofload SHR: 77% Design Conditions Outdoor design D13: 44.2'F Heat loss: 18847 Btuh Entering coil DB: 65,9'F Indoor design DB: 68.0'F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Output capacity'. 28600 Btuh 152% of load Capacity balance, 34 'F Supplemental heat required: 0 Btuh Economic balance: -99 'F Backup equipment type: E lec stn p Manufacturer-, Model: Actual airflow: 899 afm Output capacity: 5,2 kW 93% of load Temp. rise: 50 'F Meets all requirements of ACCA Manual S. 2018-Jan-180931 43 wrightsoft Right Suite Universal 2017 17,0.28 RSU1 7013 Page 1 SpeaficAVVyi idliam Preserve Lot 233 - 182 7 UL i tip Calc=MJ8 FrontDooffaces N Dt SystSummary Job: Starlight® Wyndham Prese— ucemw'rightsoft, Date: 4/18/2017 Entire House 13 r Energy Air, Inc Plan: 1827 U 5401 Energy Ar. C1. Odando, FL 32810 Phone 407-886-3729 Email: GRennergenergyaircom Vkb mAv.energyaircorn For: Lot 233 - 1827 UR, Starlight Homes 2647 Flycatcher Way, Sanford, F1 32773 Heating Cooling External Static pressure MO in H2O 0,50 in H2O Pressure losses 0.22 in H2O 022 in H2O Available Static pressure 0.28 in H2O 0.28 in H2O Supply / return available pressure 0.140 / 0.140 in H2O 0140 / 0.140 in H2O Lowest friction rate 0.168 in/l 00ft 0.168 in/100ft Actual airflow 899 cfm 899 cfm Total effective length (TEL) 167 ft Design Htg Clg Design I nlaDiarn FDn)iHx W Duct Actual Ftg.Eqv Name Btuh) CIM) 0m) FIR in) in) Mall Ln (ft) Ln (ft) Trunk sae h 632 33 20 0.377 4.O Ox 0 VlFx 43 MO Bed2 C 1631 66 79 0.349 5,0 Ox 0 VlFx 52 75.0 Bed3 h 3624 189 ill 0349 7,0 Ox 0 VlFx 103 70.0 Bed4 C 1619 76 78 0,177 6.0 OX0 VlFx 28.5 130.0 st2 Farn/Din/ Kit C 1921 64 93 0.174 0 Ox 0 VlFx 35.5 125,0 stl FainDnA/it- A c 1921 64 93 0,190 0 Ox 0 VlFx 22.2 125,0 stl FarrvDin./Kit- B c 1921 64 93 0.182 0 Ox 0 VlFx 29.0 125,0 SO Fam,Un/ Kit-C c 1921 64 93 0.178 0 OX0 VlFx 32A 125.0 Stl Foyer h 761 40 40 0,376 4,0 Ox 0 VlFx 4,5 MO MBa h 905 47 30 0175 4.0 Ox 0 VlFx 29,8 130.0 st2 Wed h 2781 145 98 0168 7.0 OX0 VlFx 367 130,0 st2 VIIAC h 552 29 19 0177 4,0 Ox 0 VlFx 28.3 130.0 st2 Indy c 1076 18 52 0,170 5.0 Ox 0 VlFx j- 29. 3 135,0 st2 T----- Trunk Htg Cig Design Veloc Diam H x W Duct Name Type GIM) cim) FIR fpm) in) in) Material Trunk stl PeakAVF 256 372 0174 683 10.0 0 x 0 VinlFlx st2 PeakAVF 315 277 0.168 578 10.0 0 x 0 VinlFix SolaWitalic values have been enanuallyovenidden 201 8- Jan- 18 09 31,43 wrightsoft Flight - Suit& - Universal 2017 17,028 RSU1 7013 Page 1 CCK .SpecAfiOVVyrndharn PreserveTot 233 - 1827 Ul-rup Calc - MJ8 Front Door faces: N Grille Htg Clg TEL Desion Veloc Diam H,)(W Stud/Joist Duct Name Size (in) CfM) Cfm) A Fk fpm) in) in) Opening (in) Matl Trunk rbl Ox 0 899 899 0 0 0 0 Ox 0 VlFx 2018-jai i- 18 09 31 43 in + wrightsoft 2017 1 7A28 PSU1701 3 Page. 2 CCX ..,SpecAfic,\VVyndliaiTiPresei-,e\Lot233-1827U[-rLip Calc=MJ8 Front Dooffaces. N Perfonned for: uuz3a 1827UR 5401 EnergyAr,Ct 264' Flycatcher `=' Orlando, FL3201O Sanford, R32773 H Phone:4O78O 8729 V vwvw.energyaicoom GRanner@energyaiccom Soal&1/8"=1Y7 Page 1 2018-Jan-I809 3/54 r I s ! a. VTR e sagaa VTR t S INC SH a3 jV7 3i 9 i INC y 2" 4 I LA' V 2.8tTUB W Pit I f PLAN 1827 LIAlBING RISER DIAGRAM i LOT 233 Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE% City of Sanford, Seminole County, Florida. Front 25' Rear 20' Side 75' Side Street= 25' LOT AREA CALCULATIONS LOT 8,852 SQFT. LIVING AREA= 1,909 GARAGE 403 SQ.FT. ENTRY 70 SQ.FT DRIVEWAY 405 SQ.F`T PATIO 100 SQ.FT WALKWAY 77 SQFT. A/C PAD 9 SOFT. IMPERVIOUS= 316 7o SOD 5,879 SQ.PT, I R/W 5,585 SQFT. APRON 114 SQ.FT. SIDEWALK 932 SQ.FT. SOD 1,056 SQ.Fr. TOTAL AREIIIIIA DRIVEWAY = 519 SQ.FT. SIDEWALK = 1,009 SQ.FT SOD 6,935 SQ.FT. Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon pdor to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. LFailure to do so will be at user's sole risk. f WYNDHAM PRESERVE - LOT 233 PLOT PLAN Ok to construct single family home with setbacks and impervious area showniOnplan. S3(-o'/oiyAe CENTER U LI 391 X4' S89,43,03*w 14 I PCP FCYC—ATCHER W—A—Y PCP 50' RIGHT—OF—WAY PRIVATE ROAD) PROPOSED 5' CONC SIDEWALK \ % 4, Al 0 PROPOSED tiWALK 28.3- 1 10. BE' 20.0 13.3 a ro 0a 5.7 PROPOSED N z ui I STORY RESIDENCE U- 0 LOT 232 2647 FLYCATCHER WAY1 0 M 04 1 C6 1827 FIREFLY UJ 0V) 0 Wpp a - 1,- W z N ELEVATION - U A 0z 0Xa_ GARAGE- LEFF a. 0 V) 0 cccliFFE= 26.1 10, 5 28.3' 74, 39. 0 PATIO 9 ------- C PAD 10. 0 cv LOT 233 AREA= 8,852 S.F. SOUTH 8OUNa4RY LINE A4' 5 HOOF' LOT 2JJ 1 78. 14' S89 '4J'OJ 1W LOT235LOT 234 FP - Backflow Preventer Distance Easement rve M4Sight PRermonentRef, Monument Sup., yt,d PCP -Per anent Control Point ISRD1 - Description FP&L-Flormida Power & Light P - Plot FFE-Finish Floor Elevation D. B. - Deed Book M-Water Meter OR. - Official Records Book M -Water Valve P3- Plot Book t,-f-Fire Hydrant Pg - Page RCEO-Reclaimed water Meter Elev: - Elevation Rct<-Recloimed Water Valve Conc. - concrete E2-Cable Box BP - Brick Paver CD -Telephone Box SW _ Sidewalk E -Electric Box FFE- Finished Floor Elevation 0 -Utility Pole Curb Inlet I -Guy Pole ACGrateTopInletUghtPoleP. U.E,-Public Utility Easement Guy Anchor RCP - Reinforced Core. Pipe OU--Overhead Utilities PVC - Polyvinyl Chloride D-Storm Sewer Manhole NCS- No Comer Set (Falls in Water) 0-Sanitary Sewer Manhole SF - Square Feet IHHo -Electric Hondhole D, U.E.-Drainoge/Utility Easement COO -Clean Out FMCD- MAG NAIL & DISK CV>,* -Irrigation Control Valve PX- Parker Kolon Nail I, -sign SIR - Set 1/2" Iron Rod L87768 W><-Gate Water Valve SPKD - Set P.K. & Disk LB7768 R-Gas Meter FIR -Found 1/2' Iron Rod LB7768 11 , -Existing Grade FIP- Found 1/2' Iron Pipe L87768 a -Blow-off Valve FPKD - Found P.K. Noll & Disk U37768 -Drainage Flow Direction FCM- Found 4"x4' Concrete P ro 0 d Design Grade Monument PRM LB7778 Uote: Some items in above leqffimoy in 5 notbe0bCURVE DATA TABLE NO. RADIUS DELTA ARC CHORD BEARING C1 25.00' 090*00'00" 39.27' 35.36' S 45'16'57 . E SURVEYOWS NOTES: 1, Current title information on the subject property had not been furnished to GeoPoInt Surveying, Inc. at the time of this plot plan, 2, Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29), 4. Proposed grades & finished floor elevations shown hereon ire from the construction plan for *WYNDHAM PRESERVE', City of Sanford Seminole County, Florida. 5. This Plot Plan Is subject to matters shown on the construction plans for 'WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 6, Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) PREPA- RED FO FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number J2j_ZZQ—D25aI, in Flood Zone X' DESCRIPTION: LOT 233, according to the plat of " WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: ( 321) 270-0440 Fax: ( 813) 248-2266 Licensed Business No. LB 7768 I Surveying, Inc. Data File: BrinonEast-Plat LAW, ELECTRICipcmmm Starlwht Ilomc 1827 LOAD CAM,Ct I.A FION December 12 2017 I. IIVAC t,OADS ;NEC' 2014 - 220.82(C}(3I - (4)1 ZONE COMPRI SSOR SIZE: CONN VC11:1) 1,OAD 1 3.00 TON 5.40 KVA 2 ION 3 1 ON 4 ION 1 ION ZOtiF AIR IIA` D11R IIL,MTR MO`FOR CONNI-I(J D I O=A1) 1 7_00 KVA 0.67 7-6 ` KVA 2 KV A 3 KVA 4 KVA KVA I (}TAM, CONNEC I'M WAD FOR 1-IV AC SYS I I MS 13.07 KVA I-OT AL LOAD FOR CC)VIPRFSOR ii? I00°i 5.40 KVA I O'I AI. LOrAI) 1 <)R AiR I I-ANDI I.It 'd 65`0 4.9 } KVA 101'AI, FIVA('i)EMANiI) LOAD 10.39 KVA IL ENERAI.LOADS I`'EC2014-220.82B IE-mil 1,1611TING 1909 Sq H 4n 3VA/Sq, Ft 5.73 KVA Q"Fy VALUE, 1'0'1'AL KVA 2 SMALL. APPI iANCF C'IRCIH'S 1.50 3.00 KVA I I AI NDRY CIRCUi h 1.50 1.50 KVA I DRYER CIRCUIT 5.(}0 5 00 KVA 0 S I'ACK WASI IFRiDRYFR 5,()o I WA FER I IF -A rFR ( I } 4.50 4.5() KVA 0 A A I F,R I III:<A 1 ER (2) 4.50 1 DISI1`<UASITFR . uum 120 1.20 KVA I DISPOS.=A1.0) "., 80 0.80 KV:'t DISPOSAI.(2) 80 0 R.•ANGF OVFN (1) 7.20 I RAANGI. (?VI:N (2) t 12 00 12 00 KVA COOK'POP CIRCI'I F 720 IISIM%WR KC'11I.N JFNAIR G,\S 7' i (} I MIC RO'KA4'I'. CIRCUI F 2,-;0 2 (} KVA 0 JACI ZZI 1-L R C1RCI 11' 4.80 0 40 AMP CAR CEIARGFR 9.60 30AMP POOL C'IRCCI`h 3 7.20 00AMP POOL C'IRCU1` 14.40 80AMP POOL. CIRCUIT' 19.20 CON' NFC'ITD LOAD (G1INI RAL LOADS) 36.23 KVA IS' 110 KVA (GENERAL LOADS) ', 100% 10,00 KVA REMAINDF R ( GI .NF,RAL I:OAI)S) 'tt; 10% 10.49 K VA 51133 I C)T 1L ECF, ER.4I, 1.(3 DS) ,![a' 2014 - 220.82 20.49 KVA IIV:<AC I O ADS 10.39 KVAA GFNFRAL LOADS 20,49 KVA TOTAL DEMAND LOAD {\E.0 2014 - 220.82(A} 30.88 KVA MI INIVNI SERVICE: SIZE. 128.65 ANIPS ITE:C' Otit`IE,1'I)E;E) SI:I2`IC E: S1lE; E50 ltEt'S 6904 Parke East Blvd. Site Information: Tampa, FL 33610-4115 Customer Info: Starlight Homes Project Name: WP0233 Model: 1827 Lot/Block: 233 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/- FP12007 Design Program: Mir Fek 20/20 8,1 Wind Code: ASCE7- 10 Wind Speed: 140 niph Roof Load: 37. 0 psi Floor Load: N/A psi' 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 61 G15-31 .003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T 13030976 A01 1/23/18 2 A02 1/ 23/18 3 IT13030977 T13030978 A03 1/ 23/18 4 T13030979 A04 1/23/18 5 T13030980 A05 1/23/18 1/23118- 6- 30 T130- --- -9-81A 0-6- 7 T13030982 A07 1/23/18 8 T13030983 A08 1/23/18 6 f130-304M' A09---- 1/2-3/--18 10 3 03 0 9 8-5- A 10 1/23/18 11 T13030986 B01 1/23/18 12 11-2-- 301-813 T13030988 f! CX 1/ 23/ 18 9 14-- wn989'- CJ3 1/23/1-8 15 T13030990 CJ5 1/23/18 1116, T13030461 EJ7- 1/23/11181111 17 T13030992 HJ7 1/23/18 The truss drawing( s) referenced above have been prepared by MiTek USA. Inc. Linder niy direct supervision based on the pararneters provided by Builders FirstSource - Plant City. Truss Design Engineer' s Name: Albani, Thomas My license renewal date for the state of lorida is February 28. 2019, IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSVTPI 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. A, X A0 1 0 39380IT o M 111# 111110% lhofnas A Albvni K N,,,39380 Milk LISA, Mc, R Geri 6634 f 0ti 3, CAu Dst B!"d TFL 33610 Datu,: January 23,2018 Alhani. Thornas I of I o b T, us's -, , 1 IiP0 Ots, Ply VVIP0,233 T'303C9 '6 VV 110233 A 9, 1 i 11P iDER 2 Jcb Refetence w 'tionish Bwlde,s Pi'stSotvre, fampa, Paiii city, F.loida 335p8 13 0 s S ef) 151 2017 M I ek lndusflit.s, inc Tiie Jan '! '12:'6 54 ","18 Page I r) MP0ZNOAY'1'21DuM Ioi ',KfikVNe133p7 .1ak,)WI-sTr(I 0 1 v_3 111,6' 0 v 3 2 0- 0 3 4 9 IC 3 a 2 00426G3 " 1 6, 2 6_3 1.1 2 9 11 6 1 0_0 5x6 00 i 4 20 21 3X8 3,, A 3x8 f x6 t" 23 0 7 24 2, 5 26 8 27 28 S'-"Ile --, `: CC. 4"C is 30 \" I 11 is 3" 38 i 3 Axe 3v 18 32 3- 3c 2t4 2X4 5X8 X8 6xl -- x8 1' 01 U i 3 111 6 _v 7 0-0 s 4,__Car- 3 0,c)-2 41 LOADING fpsfi SPACING- 2T,_c' CS1. DEFL. C 1""c) Ttdce'V iS PLATES GRIP T C i, L 0 1) PiaaGnr' DCAL, 25 i G t 00 vefIR-L-i -049 16 :031 24G M T 244/190 C, D L 0 Lurnue, 1D,-L 25, BC Veils--`, 14 b >401 BUL, 7 Plop Stiess ir-G, NO W B 0 '3 We ?"ol 13"DI, it) Code 1i3C20 !Alll i F12 00 Mamix SH N'toght 441 IL, F r = 2 LUMBER- BRACM- TOP ICHORD x4 ` No 2 T()P CHOP,!—; Sirrvi,,iuia ofood slt-all.,ny of y arphed' BOT CHOIPCII2x6 SP No 2 01 o' R'pdcel!mg "Nec'fly applied of 9-0-8 oc ["!Vi.'M'U VVFBS 2x4 SP Nc),3 REACTIONS. 0b/size) 2_294 2/0-8 0, 11-- 294 1 /0- 8-0 Max Ho z 2_-.46i1j' 1, 2) kilax 1 iplitf 2 983,;_, 1,-, 41 1 1 983t'L C , FORCES, Max, Gomp,/Max, Teti, - Air fclrties 250 (1q,)),or less excepir wlicm, shown, C0 R 1 2 3=- 6640/2219, a-4_ -662 1!224 7, 4 5=-6209/21 263 5 7 105321 3593, 7-87-1,0532/359-1, 8-06'0124, 9 IV,-, (36181122450- 1 !,-- 6636/221 BOT CHORD 2-19-- 197-116017, 17- 19= 31651;91,03, 16-1731651195,03, 15-163!63/9,06, VVEBS 3-19-13,9126,3,4 19 - b3l' 1999. n-19=-36691112,Ai, 1) 17-0/527, 5-16-373/1 1ti9 7 16-663M216, 8 16- 378/1177, 8 15- 1)!427 8 13- 366-1/1253, 9-13- 5130/1996 NOTES- it 1, Q) 1 miss to he 6onnpcled logelhef WIRI 1, 0d ' 0 131 "X3 ") to is as fc:!Ows lot Oiotas -) t, 2 if 0 1) 1 , cx) nnectecl ate W,' 2x;, 1 ft, v at - 7 0 00, Bcttic,m C, huyus connectect as 10IOoss, 2x6 2 iows slaggenwd of 0 9 0 Wel',w GOMaGted as loHows, 2x4 1 row a, 0 )- 9-0 of 2r M )acjs we consdwed equally ap,Aied tc,, all ijlies(-"X("G1'p1 it -toted -as 1l')W ff-I oibafK IB) lar:;P in ine 1 OAL", CASEiSl c,eulion, Pry "i-t NV , _nnke;h"ns havE been r.,ov:dedl til, dtsfnf-,'UIe mv 1,,')aiis ntiled as (F of (B), !-4'.ss iiihe'rasse m'dicalf,"d 31 roof !ve oads litive ueen ondeied for this desiflfi, 4 1Wind; AS(,' v 7- 101 Vult, 140-11ptt f3 second gust,, Vasd=l 08,frph, MDi-_41,2pst, It i Cffl 'at !, Exp C,, En,' GClbi-( ' '18, MWFRS (s-,vc1cpe]' Luniber DOL=1,60 Plate ( Vilp DO",_ 1 60 5) Provide to ptevenT water ponoing 6) Thist tru_ s has i beeFde%si, gned for a 1M pst boltorr cho,d liveioadnoricoricurient aiith any other live ')Vas' 7) his r,uss has r,een designed for a live cad of 2Otis f on the t1io",oin (,!iord it a,! areas a 6-c tall bv 2-0 0 iV,JF, sill ift between, itte botlon) ',hnrd and any other mi-enn bets, 8) Plovide me'char,'ca'l ;by otftof'-') of Irfiss to tea p: at", capat-,ie M ivit'l,standmu, 100 if) sit l tlsf eXcepil 981 1 1--98i Jamary 23,2018 xY WARr"UNG - wady d.,ugn Offlatnew's and READ MOT FS ON THIS AND INCL UVE0 MITEK REFERANCE PAaE MY-747.7-v. 10/03/2015 BEFORE USE, it il '4 tt .1.tI I111-t, 31" t !'1" it i, ji;' iqu , I, fit, I, ir it 1; 1, . ,,, i'j" I,,", „ t' I, I/, xlti-t %ii.k MiTieW kl '1-;'1<1wii ('1Y 11-1. u.'t ni,l ANSpMl Quailty Criteull, 9SB-89 ond BCS1 Building Component ",oke Fas, B,d Safety Information i.?3610 1 --- -------- Job Ifuss yum 1p, uy Ply wwm VV P(V 33 A01, HYNAXP 1 PWI PY FYVA 3MR, 8 JW n Sw I& 2W 7 UFO k0Wqwjw Ao w- 23 0 140 2Q8 Pap 2 H) MWI it IKVI W VC NOTES M Harp") W am CM00M OWN awl W pywho wMvwl T SUN, cI0aleol Way X2 1I T=n I KNOW x Ina I& a mmn a T", Vx 9 yU %t&WWdd jN&Wm i i yiE 1%T &=ard w/lupl lNG W lowwwrxia 07mwo 140 1T !Qt(bm"md W71url it ViT 10510 co' bran,j , 07 u c P'a " 9 A M 1M b ww, wy 71 M W M I M I I lCK I Amn and MVP W W 21 " 0, T05 I chmn md WNh w W 21 " A IM t lnFwmK,,7 lbur al '2 5 11 4, 105 M duwn and 107 b m"! 2! 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Hfy design par amet .r. -d READ NOTES ON THIS AND JRCJJJDED MITES REFERANCE PAGE W-7473 rev 1010312015 BEFORE USE, lv 11 Wo V A " 1 - I .a i i " 1, 1 ', , 'n " I " , , " 1 4 1 v v _It , A, irl ' ) , , q " ! "'t l , 1 'I l-Khm " 4- " mAMI-4I A-inn"H- ,r IV,its- A yvq—," P—H u I M i T re, k Jkl0" 11 3; w'' j !'; m "A ;is I " - " " H)" 1-W .%,,, -- Nq onHvw 'w— SMU,mmmumn k 590, vown"NKAM' 'K -:t,- 'H' Q, i'l T-w K M0 Job I us" I iuss ON KV WR233 wow A 00 ie!enco,a, t oin,il: Kiskmm, Twqw WA D, F O"a 30u, 8 1—D 1, 2017 W ok!nctrstiies, n,_ wo,ian 3 i,?a 2C18 Pca e iO 0)i)yi_3,kncV!L11 cS, LQ_ 4914, 7 0 . 4 1 2 Q 9 1&0 49M 422 Yme 1672 LIVIA 10 9 LOAMNG WY) SPACNO 30 0 CSL GEF tYWI Not W PLATES GRIP ICAL Parle Gill) DCA_ 1 ,, 1 , 0 Hb VeNj 1 QX 14 11; 999 240 No 20 24WIN) T! 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K Nan 38 1 & w, M 7 TM a9d M t dma M 1 0 14 an boHnn Mad T n1swo WMWAM QW.N a to restAAW W NM 7n true LC AD (ASIL N"w%m ans yyw"(WR !me of 00 Vws we w5d - !ON 0) w hack M) mmmor bWWg s Me wMvwvWy A % vXmy &wqow no Are., r M ' as Wew, W to Te h"&q uxk LOAD CASE(S) SwnJacd Ca(I , Rnof,_ive (baiarcoll, ""On mewe 4 PAY Amon" 1 2, J!Woor Loads VeV 10-54,2 n_20 cv,cor""d _one YD) VeFj 8,44, 1_ -,,,2, 6- 2, Q 3"- J38313- 36l[ 18 P, 18 Janual 212M 8 Akk WARNING Vyllxy desqaam.atm x W READ NOMS ON MM ANDINC[ UMBMUM WWRAME MWWW"Ief, 1010312015 BEFORE USE, OTMAY "- 1- U 1A"W sk"" "c !. i. tt !"v 41.; w'j "q, -4 11', kh I" " WW" wnk,o A- q Yj A AN 4 4-M 0. i ti s M I W, " qP n V" q- N ), 11, l" 11 1 ' ! ,, 1, (, , " ,, I t' ,' ki (I v a ! p a s" " }' 1, ! t, j, , " h, z 1, F h ,tom., , 'I", 'i i, ti ' " fl k # 1 " it , 11 , i " I . I V Mi 1",e) k AAO, top "—w-4 I- 'Upw-p- ow" mwo"M !" xw 0--A W Y' MOM AN ( ,! B!"d Safety lnfcamWton k 'j A 1" 11 ,' P A ''l T-v. YL !Ql) I' ll - - ------- --- -- Symbols PLATE LOCATION AND ORIENTATION t uni— x, e A, 4 Z s frorn o,,j-iside e C oe - of tijss e.- c, - I nrect,-A Plate location details available in MiTek 20/20 software or upon request. 113RIM 4 x 4 LATERAL BRACING LOCATION BEARING i V bea, Industry Standards: ANQ/T c, cS V co g or to -,00d P,a(_--e r--,Siqg & r3raclng of M+a, Numbering System W, rgs JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/ LETTERS. PRODUCT CODE APPROVALS R, " 1 8 R- 7, ITrusses are designed for wind loads in the plane of the trUSS Unless otherwise shown, Lumber design values are in accordance with ANSI;/TPI 1 section 6.3 These truss designs rely on lumber values established by others. A General Safety Notes Failure to Follow Could Ccuse Property Da roc or Persond injury C " i Cjl)r In r: felw-,"'Is —,Qu(ji iret-ler V-3(, ANS, j j ty of Sanford Building and Fire Prevention Product vvm 6i cation Form1 8- Permit ## F 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 wilding Code, Section 1714.5, More information about Statewide Product Approval can be obtained at www.floridabuildino-org. The following information must be available on the jobsite for inspections: 1. This entire product approval and requirementsfor •• Category / Subcategory Manufacturer Product Florida Approval ## Description (include decimal) 1, Exterior Doors THERMA TRIJ FIBER CLASSIC------ -----E_1R2 hiding MI WINDOWS & DOORS 420 Fl 15332-R4 mmSectional - 5120/6100/9100#0230 i FL9174-R12 Roll J Automatic Other 2. Windows Sin le Hung Silveriine BL.DG PROD CORP SERIES 2900/4900 SINGLE HUNG F( 19i15-R3 Horizontal Slider Do u b le H u n _- ---- - Fixed AwningAwnin Pass Throu h Projected Mullions Wind Breaker ----____ Dual Action Other Junc 2014 Category / Subcategory Manufacturer Product Florida Approval C?escrtior7 including decimate , 3. Panel Walls Siding JAMES HARDI BLDG PROD INC HARDIPLANK LAP FL13192-R5 Soffits _ ALUMINUM COILS MASTIC ENDURANCEv— FL12194-R6 m Storefronts Curtain Walls ----- _-____ Wall Lauver Glass block Membrane - Greenhouse - -- T P.S Composite Panels Other A half Shlnles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING 1`1_5444-R12 Underla mmenfs TAMKO BUILDING PRODUCTS, INC UNDERLAYMENTS FL12328-R8 Roofing Fasteners Nonstructural - Metal Roofin _—__-- Wood Shakes and Shingles - Roofing files - -- Roofing Insulation Wafer ro Built up roofing S Modified Bitumen Single Ply Roof S stems Roofingslate Cements/ Adhesives / j Coating Liquid Applied ------ ___ _ _ Roofing-Sysfems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents LOMANCO. INC ALUMINUM ROOF LOUVER FL3792-R10 Other T JUI1C 20l4 Category / Subcategory Manufacturer Product Florida Approval # 5. Shutters Accordion Bahama Colonial Other 6. Skylights Other 7. Structural Components Wood Connectors Anchors Truss Plates RaiMg Concrete Admixtures Precast Lintels CAST-CRETEUSA,INC-- HIGH STRENGTH CONCRETE LINTELS FL158-RIO Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Applicant's Signature Juxc20!4 1/2/2018 Florida Building Code Online BCIS Home tog In User Registration Not Topics Submit Surcharge Stairs & Facts Publications FBC Staff BCIS Site Map Links Sear- Product Approval FUSER: Public Userdblwl" PiiS1cjummoL7 ,nu > I' 1. ta:r C.r .A32iL5. i^n `; ...CS:h. > _I?u!LGsttia i1A > Application Detail FL # FL15036-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Er-nail Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method Therma- Tru Corporation 118 Industrial Drive Edgerton, ON 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 Evaluation Report - Nardcopy Received Florida Engineer or, Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan 3, King, P.E. I Validation Checklist - Nardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code a and l' 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 r r 1 5 36_.__R7 _E u ti tL.,_ GL fv 1l iTCY 4 St_a? 4r 4_pL{f tittps:// www.floridabuilding.org/pr/pr_app_dtl.aspx 1 /3 1 /2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method I Option D 10/16/2017 10/16/2017 10/19/2017 12/12/2017 FL # Model, Number or Name 15036.1 a. ClassicCraft Fiberglass Dooi Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other; See INST 15036.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.2 b. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ; Yes Approved for use outside HVHZ: Yes Impact Resistant; No Design Pressure: N/A Other; See INST 15036.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Description 6'8 "Non- Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions j_1 jL35 f22 5 _ n_ df Verified By: Lyndon F. Schmidt, F.E. 43409 Created by Independent Third Party: Yes Evaluation Reports L15Q36 Ft2 AE_(a,Lc:rgl i50 f Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configurations Installation Instructions T)ti:,ytSnJ 2_:If Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 1,50363 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 FIS 31.E i 35 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 Fla_ _F AE (?e I i50J6 3.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. d. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ; Yesd 5 _Ir fa) xtQE 2`f 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 F1.15 3G 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 EL 1 k3r R IL- i;',; C5_ 2df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; See INST 15036.5 for Design Pressure Ratings, any FEQ r? A rJq(' S 35 f 15036,6 f. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved For use outside HVHZ: Yes Impact Resistant* No Design Pressure: N/A Other: See INST 15036.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 8'0 "Non -Impact" Opaque Single Fiberglass Door - Outswing Inswing (X) Configuration Installation Instructions 0;, Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent "third Party: Yes https//www.florid6bLlilding.org/pr/pr—app_dtl,aspx 1/2/2018 15036.7 g. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design pressure: N/A Other: See INST 15036.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.8 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non- Impact" Sidelite - Outswing / Inswing (OX or XO) Configuratiorr Installation Instructions E11 3-6--R2 11 Calj.ut t5 Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FI 1 03 R 2 AE jai LyIL5_ Created by Independent Third Party: Yes h. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OXO) Configuration Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design pressure: N/A Other: See INST 15036.8 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.9 i. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design pressure: N/A Other: See INST 15036.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports F,M03(i_RZ_AE (ji ryaL t5_Uj $ Created by Independent Third Party: Yes 8'0 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Installation Instructions FL1_5_036 R2 II (a} Inst 1 036=9.polf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL15Q36 it. AE_0)_Eval 1,5030,.9,p Created by Independent Third Party: Yes 15036.10 j. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLU `3 R2 I jai Int LQf S"62 f 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 1S036.10 for Design Pressure Ratings, any _Q3 2 additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, n i s :: 6 } I. it Stp,DT311. ha..,S.`igp F 3'.3 )9 P hone. IIS0-447-5..824 The State of Florida is an AA/EEO employer. L22yC it2007-20, 3 Slate of Florid , :: Priv cy I-, A _Qm ut n t,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 tractuanal 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 adch if they have one. The ematls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi< supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licew under chapter 155. F.S., please click h r e . Product Approval Accepts: M i, Safe https:/hvww.fforidabtrlding.org/pr/pr_app_dti.aspx 3/3 R W R W Building Consultants, Ine. BConsulting and Frigincering Services for I Ile 13 U i Id in" 11) d List INI CP.O_ Box 2,10 VOi ico, H. 31159' Phone 813 659 ()197 9813 Froduct Sub Category Manufacturer Product Name Category Swinging Therma Trot Corporation "Classic -Graft„ Exterior Exterior Door 118 Industrial Dr. Fiberglass Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419,298.1740 "Non -Impact" Scopee This is a Product Evaluation report issued by R VV 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 debt -is protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609 1,2 & R301.2 12, 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. Crutswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8, Inswing configurations and outswing configurations using sill items 1131 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 Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 SI- TS00001 ASTM G26-95 15427- 107362 ASTM E84-00a ATI 67508,01-106-18 ASTM D1929-96 ETC- 01-741-10705.0 TAS 202-94 ETC- 01-741-10593.0 TAS 202-94 TEL- 06-1031-3 TAS 202-94 2. PD rayv mrg_No._ Eroparecljjy No FL 15036,6 RW Building Consultants, tile. (CA #9813) 3, Calculations E!je pared b _y Anchoring RW Building Consultants, Inc. (CA #9813) 4. Qual 2HA!it 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/lEC 17020 and Guide 53. Sheet 1 of 1 Testiqg_ Lap2ratory Si redty Testing Evaluation Lab.,Inc. Lyndon F, Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc, ETC Laboratories ETC Laboratories Testing Evaluation Labjnc. Lon Hicks, VP Operations William E, Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Nancy, P.E. Joseph L. Dolden, P,E- Wendell W. Haney, P.E. qigP29ASealed b Lyndon F. Schmidt, P.E. Sr tied & Sealed 1) Lyndon F, Schmidt, P,E. f f Lyndon F. Schmidt, P.E. 0 V-- L VIE No. 43409 10/1612017 ri°U Classic -Craft MUNUffirlKAM 11 . NOWIMPAcrll GENERAL NOTES I. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZI. 2. Product anchors shall be as 'listed and spaced as shown on details. Anchor embedment to base material shall be beyond well dressing or stucco. 3. When used in the 'HVHZ" this productisrequired to be protected with on impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of me "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 & R301.11 2 5. For 2x stud framing construction, anchoring of these units shale( be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. outsMno configurations using coastal sill item #39 under active doors meet wafer infiltration requirements for " HVHZ". 8. imwiims configurations and outsw;ng configurationsusing sill items #31 & 433 under the active door do not meet the water infiltration requirements for the "HVI-S". Inswing units shall be installed fin the "HVHZ") only in, non -habitable areas or at habitable locations protected by on overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 37,5" MAX. OVERALL WIDTH LL—A o N: 1 12 < : f= z ISS " z Zz 6 6 0 z C, E OZ CD l Z, OVERALL l I DESIGN PRESSURE (PSF) DATE: 02124112 SWING FRAME - 1, S — DIMENSION POSITIVE NEGATIVE MG. vy jK INSWING 37. 5" x 98.0" +75^0 -75.0 b- LFS OUTSWING 37, 5" x 96.5" +75.0 -75.0 FL- 15036,6 EXTERIOR 71 INTERIOR HORIZONTAL CROSS SECTION 36,9'MAX. DOOR PANEL WIDTH 2 2 3 El 30" 0 x 2) LATCH STILEroeRAfE DOOR PANEL 7 OlEWOOD IN -00 R COMPONENTS: OAK (SG 0,67) HINGE STILE IC45) BOTTOM RAIL EXTERIOR INTERIOR z, 0 JS L _pjTS2VERTICALCROSSSECTION JK 2or 7 1 I/e mlht. EMS. FvPj JJHC) RILUNIAL L XU3J W— f tVfy 66tming shown "1sWh9 also approved TERIOR 2 4 INTERI 3 EXTEF ORUON T741 CROSS SECTION 3 )Shown w1l X sub -buck INTERIOR 2 HORIZONTAL CROSS SECTION 3 outswing shown - inswing also approved K z r 6; 6 0 z z6x E. E. 0 1 1/4" MIN. EmB. (71P.1 DATE 02124112 scATE NI,T,S, c-1 Py FS FL— 7 5036.6 SIEE-, 3 7 EXTERIOR --ff— INTERIOR VERTICAL CROSS SECTION r Outsying shwon - inswing coo approved see general notes, sheet 1 for "HVHZ" Water infi!frofion requirernenls 2, VERTICAL CROSS SECTION Q— own w/!X sub -buck VERTICAL CROSS SECTION 5\ VERTICAL CROSS SECTION 4 4 1 OutsvingOutsviingconfiguration see gene Co fX'J',",t1'-o'eseegeneralnotes, sheet I f . I n. , sheet for "HVHZ" woter InfMtofton or "NVHT water infiltration reQuirements requirements X) L 0 z 0z Z O z 00 6 It, 0 n Z 0 Z z 0 O o 6 c E oZ E 02124172 91 JK BY: LFS D 5036 6, c 4 6" MASONRY TYP.HEAD - --j MASONRY -! - - ' ' — 1 - I -- J OPENING & JAMBS JAMBS OPENING FRAME < 2X BUCK q 0III 2XBUCK- (F ME ANCHORING HINGE JAMBBUCLKAWCHORING _MIKE JAMB__ ___ERA For DP <= 48 PSF masonry 2X buck construction for DP <= 48 PSF CONCRETE ANCHOR NOTES: I Concrete anchor iocotions at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX, ON CENTER must be adjusted to maintain the min, edge distance to mortar joints, additional concrete anchors 2 may be required to ensure the MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN, CLEARANCE MIM CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR 2 TWIo1 jd 1-114- 2- 47 TAPCON ELCO " 1/ 4- 1-1/4- 1 4" ULTRACON VOOD SCREW WSrALLATION NOTES: Sf— edge-,jidance, I" end distance, & n- aspacing Of wood screws to ;xe,er,t fee spfiffir,g Of —or MASONR OPENING 2X BUCK BUCK ANCHORING For DP > 48 PSF and DP <= 75 PSF W z t; 6" --1 i—, %N>%, 6 n C:I CY a z y0 a z z©ate u 4 = 4 6 0 E L lu MASONRY TYP. HEAD OPENING JAMBS E gZ FRAMS Ol C l cZ v vi 0 2X BUCK cu, v,< cfl FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 75PSF w_Q?/2 4/ 1, 2 si>1E N C,K BY L cs or 7 MASONRY OPENING I i FRAM I Ix BUC STRMAMS _FRAME ANCHMING_ mosortry I X duck consiructior, For DP <- 48 PSF CONCRETE ANCHOR NOTES: I. Concrefe anchor locations at the comers may be adjusted to rncsmtoin the min. edge distance to rnerforTootts. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min, edge distance to mortarjoints, addironot concrete anchors may be required rc ensure the "MAY, ON CENTER" dimsuroor, are nor exceeded. 3. Concrete anchor table,: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE EMBEDMENT TO MASONRY TO ADJACENT TYPE SIZE EDGE ANCHOR ITW 2" 4" TAPCON 1/4 1-114 TTW TAFCON. 3/16- 1,1/2' WOOD SCREW INSTALLATION NOTES: f"enddistance, & Frs.c.spocfngof wood screw+- so drrtyenl the spfiffing of wood. X e- O MASONRY TYP, HEAD OPENING & JAMBS FRAME 1 X BUCK - ryp. SILL FRAME ANCHORING mosonry I X buck construch'a n For DP > 48 PSF and I z z 20 ot z M to to 0 E rt JZ el C2124112 N BY JK F! — 150,36.6 FT 6 o, 7 Z_ Z 0 6 6 ry 0fEAD45fDEJomb I20a z E z g CLj r3 SUMP FACE THRESHOLD LOW PROFILE 3 STING SADDLE THREHOLD30SELFADM 4.56 ---i 1 236" k iz wE 02124112 N 's, HIGH WATER DAM THRESHOLD JK— C-, F, LFS mwl—z -;Z FL— 15D36-6 Sr;EET _7 o, 7 l T} \37 T `lJ^ Consultants, Inc, ^ " x,[Jl lD`.ODSO QDi ,x B Consulting and Fliriiimering, Services For the 8"iWin, Industry Product Sub Category Manufacturer Product NameCategory Swinging Therma Tru Corporation "Classic -Craft" Exterior Exterior Door 118 Industrial Dr, Fiberglass Door wt Sidelite Doors Assemblies Edgerton, OH 43517 Inswing if Outswing Scope: This is a Product Evaluation report issued by PvV Building Consultants, Inc, and Lyndon F. Schmidt, P.E. (System iD# 1998) for I norms Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Apprnva|, Department o[Business & Professional Regulation. RVVBuilding Consultants and Lyndon r.Schmidt, P.E, donot have nor will acquire financial interest inthe company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. 1, This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the ^HighVelocity 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. 8, When used in the "HVf 0' this product is required to be protected with an impact resistant covering that complies with Section 1626 of thmF8C, 4. When used inareas Outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBCSections 16091.2&R381212 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction, u. Site conditions that deviate from the details of drawing FL-15036.7 noqu|e» further engineering analysis by a licensed engineer of registered architect. 7 Outswing configurations using coastal sill item #39 under active doors and all sills used tinder sidelites meet water infiltration requirements for ^MVHZ" 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 ^HVMZ"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 FLl5036.7for size and design pressure lirnitations Supporting Documents: t To Test Standard TELO1480338, A.B.0 A3TMD1S2S- 96.ASTM D535-03 ASTMD2848-9g TEL01480339`A`g. 0 ASTM D1923-96.4STMD635'83 OTMD2843-Q9 STTS00001 A5TMG2G-85 15427-107362 ASTMEcn-00m AT| 675O831-1O6-1G ASTMDlg29' gO TC'01'741-/0705 O TA82o2-04 ETc-01-741-10583.0 TAS2O2-Q4 TEL'06-1031-3 TAS202' 84 TELO5'1831-4 TAD2o2-S4 2 DI[ Ije I 1 No, FL15O3Gr RVVBuilding Consultants, Inc, ( CA #gO1D) 3 Calculations EEtpkr2A by Anchoring RVVBuilding Consultants, Inc. (CA #98| 3) ASTME15O0Glass Load LyndonF Schmidt, PE 4, Quality jsurance Certificate ofParticipation issued byNational Accreditation and Management !naUtute, certifying that Thermo Tm Corporation is manufacturing products within aquality assurance pmQram that complies with |SO/| EC 1,O2Oand Guide 53 Testi qjje b Testing Evaluation Lab Jnc, Lyndon F, Schmidt, P.E. Testing Evaluation Lab,| oo, Lyndon F.Schmidt, P.E. Sub Tropical Testing Lon Hicks, VPOperations Omega Point Laboratories William E. F| tch, P,E. Architectural Testing, Inc. Joseph A. Reed, P£ ETC Laboratories VVenduUVV. Honny, P. E. ETC Laboratories JoswphL DoWcn.P.E. Testing Evaluation Labjnr. Wendell VV. Haney, P.E. Testing Evaluation Labjno. VVande|| VV, Haney. P.E. C !ass ic - C, maft I FIBERGLASS DOOR W/ SIDELI7171' INSWING / OUTSWING NON-IMPAcr, GENERAL NOTES This product has been evaluated and is in compliance with the 6th Edition (2017 Florida Building Code FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ), 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in, the HVHT'this product is required to be protected with on impact resistant covering that complies with Section 1626 of the FBC. 4, When used in areas outside of the HVHZ" requiring wind dome 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 some as that shown for 2x buck masonry construction. Site conditions that deviate from the details a," this drawing require further engineering analysis by a licensed engineer or registered architect. 7. OuTswing configurations using coastal sill item #39 under active doors and all sills used under sideltes meet water infiltration requirements for "HVHZ", 8, Inswing configurations and outswing configurations using sill items 431 & #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. 53.1a'MAX. OVERALL WIDTh z us 16 z DESIGN PRESSURE (PSI)is OVERALL SWING FRAME WITHOUTSURFACE WITH SURFACE DIMENSION BOLTS BOLTS R,E 02124112 POSITIVE NEGATIVE POSITIVE NEGATIVE SCALE _N T,5--- D"', By jK LINSSWING96,5" +4753. 13" x 98.0" +47.0 -4TO +60.0 -60.0 CHI, qy LFS WING 53.13" x .0 -47.0 +60.0 -60.0 FL - 5016 7 S, E,-T EXTERIOR 7M L IN" ERJOR HORIZONTAL CROSS SECnON 36.9'MAX. 2 DOOR PANEL WIDTH 2 4,1 V SE 30" FT 00 O 4-2 TOP RAIL 43 LATCH SULE 1 49" 30" 46 DOOR PANELciic Lr _T71 assCroft NOTE: WOOD DOOR COMPONENTS: OAK (SG — U7! HINGE STILE _ as f BOiTOM RAIL EXTERIOR Al X. 4 MOM 2 VERTICAL CROSS SECTION F- 321241 f 2 By By LFS FL._.. 15(,36 7 2 OF 9 13.7 PANE 7. D.L v Sd SIDELRE PANEL a NOTE: WOOD SiDELEECOMPONENTS: FINE z NOTE_ Spoc4na for item r=18 & A29 Me trafne screws) is os follows From the LuotfoinT up on sides; G 5', wifh 7) more spaced at 9.88o.c. there are (2i scfews moth, for, and noifom 2 13' fn from each comer. SS THK. EXTERIOR t` E/ f Et IPE REDGLASS AIR SPACE 1/ 8" EoVERED INTERIOR GLASSSl6ELRE_ i0P 6TM_ Rail Gt GLAZtNGDE7AIL 5insubtedglassw+! pvc fire frame 1. 53" Sg- SIDEEPTE STILE_ MIN, SS THK. EMFLRED GLASS AIR SPACE 1/ 8- TE, V,PEREtD LASS EXTERIOR 16 voo tit 1111E/ tttit i'; a\` C na Z ZO a 9 U ': z Z O (J M C Z A a a o a c tai UNION VERTICAL CROSS SECTION r- 1 DME: 02/24/12 _ pwG. By J _ neawax. ho.. FL- 7 rr v 1- 114" Mo. EMB, (TYP.) SEE NOTE I EXTERIOR 0, 15" CSINK pp, r-C-) I HORIZONTAL CROSS SECTION - approvedoiso ( 4{ a3 INTERIOR EXTERIOR NOTE: 0.15' 1. The side fife is direct setnto the CSINK Jamlp with (12) ile-, ttv, (98 X. 2 Yp) PPH, wood screw). There: are (4 jll of each verficjl jamb from the. top (!own of 13.5", 31",48-5'& 66 SEE NOTE 1 SEE NO EXTERIOR HORIZONTAL CROSS SECTION 4 Outswing configuration 41 HORIZONTAL CROSS SEC77ON I- I /4'MIN BBB, (TYPAt we= EXTERIOR iH HORIZONTAL CROSS SECTION Shown w/l X sub -buck EXTERIOR 31 HORIZONTAL CROSS SECTION 4.) Ouf5wirfq shown - oem , ngalsoon.6roved 4 0 Sn' z 0C. k'Ql za nC'N z o z, 6z cv Is E z rDor r4c. 0 o EMS, (TYP.) Tl 02124112 JK Fl— 1 5036,7 S'Ff-, 4 r4l 09 EXTERIOR INTERIOR 600 VERTICAL CROSS SECTION nwng rate approved EXTERIOR INTERIOR z Z 4 3\ VERTICAL CROSS SECTION g confiauralion see general no) es, sheet I for "HVHT' water infiltration requirements 2 C6 EXTERIOR INTERIOR VERTICAL CROSS SECTION Inswing - 7t see generaleneral notes, sheet I for "HVHZ" Water rnfiltrofion requirements A, Q S Z— 0) 6 kl! 0z z C2 Z- < 0, D z 6 Z 0 0- C Z \ j 5 i-- Z INTERIOR EXTERIOR c cz) 0 C61 2 VERTICAL CROSS SECTION it0 ( 6 EXTERIOR INTERIOR D TF 021241?2 JK VERTICAL CROSS SECTION 6:6 5 Outswing configuration DR-Illc -14 see general notes, sheet 1 for "HVHZ" water infiltration requirements sHE rT 5 or 9 z 1, SEEGTE I INTERIORIOR EXTERIOR VERTICAL CROSS SECTION Outs,,fing shown - inswing ciso approved INTERIOR EXTERIOR FSEEN0T, E I rh, z VERTICAL CROSS SECTION g con figurotbn EXTERIOR SEE NOTE 1 1 M molsom VERTICAL CROSS SECTION Out dog configuta#ion ei 0z E z0 1 z 45 x" z M 49 IE 01 Z Q) 7, SEE NOTE 1 INTERIOR EXTERIOR VERTICAL CROSS SECTION NOE I Anchors ass y thru read and sfl; c- 4'n om Each comer enc, L4: \ VERTICAL CROSS SECTION 6 ) Inswing configuration 2, 2 01, 11, z , lTE02124112SCI- E N, IS csw Py JW rl - 7,5036 7 EFT 5 OF MASONRY TYR, HEAD OPENING & JAMBS 2X BUCK MULLION SHOWN FOR REFERENCE ONLY BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the corners may be adjusted to maintain the min edge distance to morlorioints. 2. Concrete anchor locations noted as 'MAX. ON CENTER" must be adjusted to maintain the min, edge distance to mortar joints, additionot concrete anchors may be required to ensure the "MAX, ON CENTER" dimension are not exceeded 3. Concrete anchor table: ANCHOR ANCHORI MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRYII TO ADJACENTIEDGEANCHOR ITW 2" 1/4 4" TAFCON ELCO 1. 114- 1-1/4' 4" L RACONO ITIN 0 3/16 1 ;4" 3" 1-1/2" TAPCON WOOD SCREW LNSTALLATIQN_NOTES_ 1. Maintain a minimum 518" edge distance, I end distance,,. 8 1" o.c. spacing of wood screws to prevent the splitting of woad. 6- 4'*" SEE DETAIL I MASONRY J TYR. HEAD OPENING JAMBS M) TYP FRAME 2X BUCK-, Typ b L INSWING INSWING SEE DETAIL 2 FRAME ANCHORING—_ Masonry 2X buck construction L 4G 6D3 DETAIL I aArt bolt strike plate to frame G as shown (Outsxrng) 65 606 603' DETAIL 2 achsurfoce bolt strnke plate of the treshold Outswing) 4-- 1 Zx// t Z.- R z JZ1.' 0 Y, C < C, a n 2 a - z mK o cz o E t5 HINGE JAMB r11 7 641 DETAIL I AtGch surface bolt strike plate to frame as shown (InsvAng) 7if C6 DETAIL 2 Attach surface bolt strike Mate of the threshold Inswing) Z, V DATE 02124IT2, T N, T S DwG, ey JK cH,, B, LFS DPAW", No" F 5 CC -16. 7 s,,a- 7 F 9 J P MASONRY OPENING I FRAME SILL C SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING CONCRETE ANCHOR NOTES: Masonry I X buck consfrucf; n t Concrete anchor loco "tuns at the corners may be adjusted to maintain the ruin. edge distance to mrsarajoints. vr' 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mocarfoints, assofformil concrete anchors may be required to ensure the "MAX. ON CENTEP" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN, CLEARANCE MIN. CLEARANCE z TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR TW 1/4- 1-1/4- 2' 4TAFC00 UW TAPCON WOOD SCIrEWfulSTALLATION NOTES: a nrimmurn 5/8"edge distance, j" end distance, & I" o.c. spacing of wood screws to prevent the splitting of wood, OUTSWING NSAING M39MUNUMUM14= DETAIL I HINGE JAMB Attach suflace lopt strike plate to frame as shown (Cutswing) DETAIL 2,___,__ Attach surface bolt strike plate of the threshold Out5',ving) HINGE DETAIL 64 DETAIL I Attach surface bolt strike plate to frame as shown llnsingi PETAJL 2 Attach surface bolt strike plate or the threshold Inswingi Ea0 coOZ Cc 6 IIsV, in z a vai> z 0z U N x0 - z Z,- 0 o Lr 0- Q l a XC w-r 02124112 DYo ell CHI' LFS 7 ti 2.36' CT 9) S2 HEAD & SIDE Jamb 2 4.56' . 59" 2.36- o try, PLASTIC LIP RkME HIGH WATER DAM THRESHOLD (D23 —UEL smc 106 -OUTSWINGSIDELRESpacer 2,14!' 1.69` - FF --- --1 T S_INSWING SIDELLUE Spacer 2.2J' 4,63" SUMP FACE THRESHOLD LOW PROFILE 5.75' r,—\ PLASTIC LIP LIFE FRAME 303 SEELFA DAUQN G--SAQDLk 1 1 REHOLD FYC K Qzn z 6 m 6 n z I 0 Eo zt( 3z 6 6lz E 2124172 N, I S, jK LFS G .01 F, 5036.7 E- p rF R W R W Building Consultants, Inc. and Engincerim, Semccs for tho, Building Industry C 110 not 230 Valrico, H, 33595 None 3 13 659 9197 Fonda Board of`1'mfcsioiii1 Engitccrs 0,mficaw of.Authonzanon No 9813 Product Category Category Sub Category Manufacturer Product Name Swinging Therma Tru Corporation "Classic -Craft„ Exterior - 1 118 Industrial Or. Fiberglass Door wl Sidelites Doors Exterior Door Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298,174'i! "Non -impact" L ---------- - - - ------ Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System Ifs # 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 2A.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, T 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 rising 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 TEL 01460336-A,B,C TEL 01 460339-A, B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593-0 TEL-06-1031-3 TEL 06-1031-4 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAB 202-94 TestisELaborato Signed by Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab,,Inc. Testing Evaluation Lab Inc, 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. D rg_ FEMa red by Signed & Sealed by No. FL 15036.8 RW Building Consultants, Inc, (CA #9813) Lyndon F. Schmidt, P.E. Calculations Fiqjp2recl by Sir ned & Sealed j?y _j_ Anchoring RW Building Consultants, Inc. (CA #9813) ',L ndon F. Schmidt, P.E_ ASTM E 1300 Glass Load Lyndon F. Schmidt, PL. PQuali!) LAssurance 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 Lyndon F. Schmidt, P.E. Guide 53. FL PE No. 43409 10/ 16/2017 Sheet 1 of 1 r Classic -Craft INSWING / OUTSW!7ING] NON-IMPAcr GENERAL NOTES I . This product has been evaluated and is in compliance With the 6th Edition (2017) Flondo Building Code FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the 'HVHT'thrs 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 some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements to, "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 & #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. 68.5',VAX. OVERALL WIDTH ri, '12 12 Fn 0 DESIGN PRESSURE PSF) OVERALL WITHOUT SURFACE WITH SURFACESWINGFRAME DIMENSION BOLTS BOLTS POSITIVE NEGATIVE POSITIVE NEGATIVE INSWING 68,5" x 98.0" 47.0 47.0 60.0 Mo OUTSWING 68.5" x 96.5" 47.0 47.0 60.0 60.0 8 d,, , n 0 , Jig gi < R Z— l: 0 Z:6z 0v 0 z 0 z g E oZ 0 iu LIZ! 1,2 >- 71 u; I - IR. L1 _11_1'ce DATE 02,2411 2 SCALE, DWG By JK c— B LFS FL- 1 f036 8 9 EXTERIOR 4;3, 44 INTERIOR 1--", HORIZONTAL CROSS SECTION 36.9'MAX. DOOR PANEL WfDTH 2 2 4.11 30" zl Flj L 0 TOP RAEt 43 LATCH STILE I'AF, 4DOOR PANEL NOTE WOOD uaft DOOR COMFONIEWS: OAK JSG r,671 3 HINGE STILE 45 )BOTTOM PAIL EXTERIOR Rk 4z4///, v z X. ul z Z ow A 0 z MEIN= 2 VERTICAL CROSS SECTION 2 CD E 021241'2 7 S. JK F 5036.8 2 0 117 PANE 7. D.L NOTE: WOOD SOEU- COMPONENTS: PINE (SG - DA2) IS NOTP spacing for item #IS & #29 (litc, frame screws) is as folaws: From, the botfon-I up on sides 6.5", wrin M more spaced of 9.88" o.c, there are (2) screws both top and bottom 2.13" in from each corner. EXTERIOR fORIZONTALCROSS SECTION-, A S's v i N SS rPK, EXTERIOR 8 TEM,FERED GLASS AIRSPACE 1/8" TEMPERED GLASS INTERIOR 1.08" 1.53" IIDILITE TOP & BW Rail 11: GLAZING DETAIL 3:)l-5 -irsufofedgfa wl P,c life frame 52''SIDELITE S77LE ViN, S5 THK 1 f." TEMPERED GLASS EXTERIOR SPACF MWERF-D GLASS R z 0 4 69 c Z C, tp 0 Z' z N F 15 6 of o E J INTERIOR 2 VERTICAL CROSS SECTION L-2/24/1 2 N, S, BY JK M C', L F-S FL - 7 50,16,8 0o 3 CF 9 - SEE NO-E 1 0. " 5 CSINK TYP.) HORIZONTAL CROSS SECTION 4. Outswing srown, - inswing c'so approved MY 0.15, CSINK C'SINK Typ. I TYP,) INTERIOR rm) SEE NOTE EXTERIOROM27 E 'Y", HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION Outswing configuration gc'fguratlo HE NOT 1-i/41MN INTERIOR EXTERIOR J6 " HORIZONTAL CROSS SECTION Shown w/!X sub -buck me s,ce.rre s a, - . recr sel r',o fhe jurrb with (I 2i item #.V, {#ff X 2" PFH wood sc,cw). There are 14) of each vertical jamb from the top down of 135, 31", 48,5" & 66. XTERIOR TERIOR HORIZONTAL CROSS SECTION Inswing configurofion rl' i F c'SiNlK pp k zl! 0 — Y.. z — lz tl CSc21: 00 If m'0 z z 0 Z' Z, C o M 50 z! L; Vqf112) 22 LE NTS DWG by AY. LFS 5 HORIZONTAL CROSS SECTION — 4--- f-L—;50!6 B InsyAng configumflon f" z EXTERIOR INTERIOR 2 I VERTICAL CROSS SECTION pp oved EXTERIOR INTERIOR r3-"I VERTICAL CROSS SECTION see genering al noles, sheet I or ` HVHZ "water infiltrotion requirements f6 1 EXTERIOR INTERIOR 1 /- 4-", VERTICALCROSSSECTION inswing ora gu aio see genera!notes, 1 for1iVHT'Water infiltration requirements 6 0- z L1 I ' a 0 z 0 n zc - z J z 4 0a- C i7 0 Z oy INTERIOR EXTERIOR 7 A\ 0, 62 c,, VERTICALCROSS SECTION 0 In., -/` X sub - buck u, EXTERIOR INTERIOR l J212411 2 SCA F 7, S D.1 EyJK JS 'NERTICAL CROSS SECTION j—)-iFt-s ng confl urcfion see gene alnotes, sheet I 10 far _HvZ wafer infiltration I L— 15036,8 requirements s,,rET 5 or su Z- SEE NOTE I INTERIOR EXTERIOR I'\ VERTICAL CROSS SECTION ng own -inswing also approved E A z z C z CL5E lA z L n z z 0 M 0 5 C5 m SEP NOU i E Z6# EXTERIOR SEE NOTE I CM INTERIOR XTEXTERIOR SEENOTE I o 50L 9 2 N CE------ VERTICAL CROSS SECTION Ou+ swino conf;guraf:on MR129M L,,,- EkTlIqAJLCROSS SECTION 6 Outswha configuration INTERIOR EXTERIOR. VERTICAL CROSS SECTION OTE: I Anchors ass'y 71' ru neck and sill at 4" in from each comer end. 4 ', VERTICALCROSS SECTION 6 ) ' ts,ig con iqunifT"n U E 021241 2 yF N.T. S, FL- 150-16,B 6. 4" 4" Y SEE DETAIL I71 J0 1 L TYP. HEAD Pk MASONRY TYR, HEAD MASONRY OPENING OPENING JAMBS SEE NOTE I FRAME TYP. MULLION 2X BUCK SHOWN FOR REFERENCE X ONLY 0 2XBUCK CFSILL IN BUCK ANCHORING STRIKE JAMB - CONC RETECETE ANCHOR NOTES: 1 -_ --I------ 1. Concrete anchor locations at the comers may be adjusted to maintain the min edge distance to mortarjoints, 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min, edge distance to mortarjoInts, addqionot concrete anchors may be required to ensure the "MAX. ON CENTER" dimension ore not exceeded 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY EDGE TO ADJACENT ANCHOR ITW 1/4" 1.1/4" 2" 4" TAPCON ELCO 1/4" 1-1/4" ULTRACON ITW , 3/16" 1-1/4" 3` 1-1/2 TAPCON t/CQ_q LqK±E NOTES: fNSTALLATION 1, Maintain a minimum 518" edge distance, I" end distance, & I" o.c. spacing of wood screws to prevent the splitting of wood. LATCH &DEADBOLT DETAIL SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck constriction Oil DETAILDETAIL I Attach surface bell strike plate to frame as shown (Outswngj 1(6 5( 6 -6 Zl DETAIL 2 Attoch surface bolt strike plate of the threshold CufsvAng) HtNGEJAMB DETAIL Attach surface bolt strike polls to frame as shown (Inswing) 64 DETAIL 2 Attach surface bolt strike plate of the threshold ins,ving) 44 z z 0 n z Z, M f1 I LL EE -Z 2 5 C5 C, zz c 0 -7E 02124112 scaE N T S, JK FS ra FL 5G36.8 s,EET 7 cv-9Fr 3" 4" 4 SEE DETAIL 1 TYP, HEAD & jAMBS MASONRY OPENING Om TYP FRAME IX BUCK TYP. SILL 7 SEE DFAIL 2 STRIKE JAMB FRAME ANCHORtNG CONCRETE ANCHOR NOTES.' Masonry I X buck construction a -:thusied to maintain the min. 1. Concrete anchor loner: ns at the comers may be sc- 2 edge distance to mortar joints, 2. Concrete anchor iocayor,s noted as 'MAX. ON CENTER' must be rsojusfed to ma,,ntsanthe min, edge distance to modorjoints, additional concrete croaors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 1 Concrete anchor tob!e: ANCHOR ANCHOR MIN, MIN. CLEARANCE MIN. CLEARANCE TO MASONRY TO ADJACENT TYPE SIZE EMBEDMENT LDGE ANCHOR ITW - - 7 4' TAPC0N`k 1/41-1/4 ITW 3/ 16- 1-1/4- 3- 1-1/2- TAFCOO11V00D SCREW NSTALLAPON NOTES, l, tyrunrain a minimum 518" edge distance, end distance, Is l o.c. specing of wood screws to rrevent the aartfind of "asod. LATCH &— DEADSOLT DETAIL 67 DETAIL I Attach surface bolt strike plate to frame as shown (OutsAeng) DETMt 2 Attach surface bolt strike plate of the threshold ontswingi A tO 9> 6 A O z1` x 0 Z0 nZ6 6 zA E T a T61 Attach surface bolt strike plate to frame as shown (Inswing) DETAIL 2 Attach surface bo—It strike plate at the threshold Inswing) 2.36" HEAD & SIDE Jamb 236— — H[GH WATER DAM THRESHOLD9)_ 2,59" 0.53--1 3),I.mcILASM111C UP LITE RAME s C Z 11 016- OUTSWfNG,SIDELRE Spacer 2. 15" PLASTIC UP LM RAME Oo 10 Z n0 0z z c w cz 2, 29' nrE' 12 uc jK C. K BY iFs 1111 ADIUSTING SADDLE THREHOLD 3- 3 — FL-- 1,5036 8 9 R W R W Building Consultants, Inc. 13 Consufritil- and Engineering Serviccs for Building Industryl C P.0, Bo\ 230 Vainco, Ft, 33595 Phone 8 13 659 9197 Fli,oid-i Boar 4 ofTroresi,onal Fngi rice rs Cemficaie of-Authonzation No 9S II, Product Category Sub Category Manufacturer Product Name Swinging Thernia Tru Corporation "Classic -Craft„ Exterior Exterior Door 118 Industrial Dr. Fiberglass Double Door Doors Assemblies Edger -ton, OH 43517 Inswing / Outswing Phone 419.298.1740 "Non -impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E_ (System ID 1998) for Therma Tru Corporation based on Rule Chapter No, 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E, do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein, Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2, Product anchors shall be as listed and spaced as shown on details Anchor embedment to base material shall be beyond wall dressing or stucco. 3, When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC, 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301-2.1,2, 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.9 require further engineering analysis by a licensed engineer or reoistered architect. 7. Clutswing configurations using sill item #39 Linder active doors meet water infiltration requirements for "HVI-iZ". 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 Re 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 qDra-ing No. No. FL 15036,9 Test Standard ASTM D1929--96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Pre Ared by RW Building Consultants, Inc. (CA #9813) Westin R_Lah2fajM Signed b y Testing Evaluation Lab.,Inc, Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.jnc. 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. SiRngd &Sealed by Lyndon F. Schmidt, P.E 3, Calculations Prepared b Siqmjd & 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 Management Institute, certifying that Thernna Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Lyndon F. Schmidt, P.E. 1-1- PE No. 43409 10116/2017 Sheet 1 of 1 j THERMAITRUa DOORS74 Y MAX, OVERALL FRAME WIDTH z z Classic -Cry ff, z o. 6 n z If 0 Pf 0Z FIBERGLASS DOUBLE DOOR ZEo INSWING / emu/ UTSWING z IMP NOWAcrC) GENERAL NOTES1This product has been evaluated and is in compliance with the 6th Edition 12017) Florida Building Code 2 0 FBI-) structuralrequirementsincludingthe "High Velocity Hurricane Zone" (HVHZ). 0 2, Product anchors shall be as listed and spaced as shown on details, Anchor embedment to base material shall be beyond wall dressing or stucco. 3 When used in the "HVHT'this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 0 > 4. When used in areas outside of the "HVHT'reclurring wind home debris protection this product is required to7 at be protected with an impact resistant covering that complies with FBC Sections 1609,1.2 & R301 .21.2. ml< 5, For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck F- masonry construction. Site conditions that deviate from the details of this drawing require further engineering analysis by a 1 licensed engineer or registered ar&itect. 7. Outswing configurations using cocistcl sill item 439 under active doors meet water infiltration requirements for 14, VHZ". 8. Inswing configurations and outswing configurations using sill items 431 & #33 under the active door do not meet the water infiltration requirements for the "HVHZ". inswing units shall be installed (h, the 'HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle all between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET # DESCRIPTION DESIGN PRESSURE (PSF) I Typico' eievations, design, pressures & . era! notes OVERALL gen OVERALLLLMWITHOUT SURFACE WITH SURFACE 2 Door po n defais SWING FRAME M Sto - TE 0212412 Honzontol cross sections TDIMENSION BOLTS BOLTS zi N' T G. 4 Vertical cross sections POSITIVE NEGATIVE POSITIVE NEGATIVE aye 5 Buck anchoring wc.JK 6 Frame anchoring - 2X buck masonry cs nbyc +60.0 -60.0 INSWING 74.5" x ?8.0" +4TO -4TO - _,F S 7ForKancb11 1 9 Ia 1 Xcl:rr asl,-Y instruction t s + 4TO 4TO +60.0 -60L i 5036,9 8 Astragal de ms OUTSWING 74-5" x 96.5" L'Eu I oF 9 EXTERIOR, 46 L-Lv- I INTERIOR T'\,. HORIZONTAL CROSS SECTION 36ZMAX. DOOR PANEL WIDTH 2 1/ 2_) 4.11- 3G' 2 e TOP RA 42 A LATCH S77LE 43 1 49` 39' 1 DOOR PANEL40 NOTE: WOOD DOOR COMPONENTS: OAK (SG >= 0,67)-_"--- 44" - HINGE S77LE 1_90TTQM kAlL EXTERIOR A gy tgv.* 0 0c E 0 n z 0 Z, INTERIOR VERTICAL CROSS SECTION o Z! jK LFS 1 5036,9 2- os L 21 INTER J 2 3,) 4 3 EXTEF INTERIOR Name= 1 -",, HORIZONTAL CROSS SECTION bu t SwFr-1.95shown 7inswing also approved 1-1 iS' WN 4 ', HORIZONTAL CROSS SECTION Shown w1l X sub -buck 2 , HORIZONTAL CROSS SECTION Outs hown - inswing also approved INTERIOR 3 HORIZONTAL CROSS SECTION OufsWng shown - insmng also approved A, z- L z 0 z .6, Z 0 0 0 0 1) z z 6 a: 7 0 ci, vY TO 1- 114- MN. I EMB. lTYP.) C, DATF !2124112 z-' SCALE N.T.S. awGEr,JK LFS 3 FL- i 5036,9 511ELI _ 3 _OF 9 Q z 7 7 6 l b, EXTERIOR NITERIOR VERTfCAL CROSS SECTION h won - ir6vving Oise, approvedpo,ed KO) 61) EXTERIOR INTERIOR 65, L3 VERTICAL CROSS SECTION 7- Outsvmg cprfiaurofion see general ^cres, sheet 1 f 'iWHIT'.cster infiltration requirements EXTERIOR INTERIOR 4 VERTICALRTICAL CROSS SECTION In,,4,%g"con,,,Hates,g oliongsheet I for "H.VHZ" Water inffilfrotion requirernenfs z ".'0Om C3, 0ZOmzz aZu D L CC Cc 'IaW7777171MA INTERIOR 11 EXTERIOR 62 IN VERTICAL CROSS SECTION Shown w/l X sub -buck 6 O 4 M M EXTERIOR INTERIOR. 7,1 212,112 N ',S SECT70NTICALCROSS 4 see generalrat s sheaf for "HVHT' wofe, lnfilfrai', n FL- 3, 6 c requfrements SIEE7 _4 MASONRY OPENING 2X BU( CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the corners may be adjusted to maintain the min. ecirse distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar Joints, additional concrete anchors may be required to ensure the "MAX, ON CENTER" dimension are not exceeded. 3, Concrete anchor table: - IN —CLEARANCEMIN —CLEARANCE ANCHOR ANCHOR MIN. TO MASONRY TO ADJACENT TYPE SIZE EMBEDMENT EDGE ANCHOR ITW 4" TAPCON I/C ELCO 4" ULTRACON 1/4" WOOD SCREW WSTA—LLAVONNCOEH i. ma,,,roio c rrtinirnvm 5/8'edge distance, 1'ar4 difonCe, IP0619 Of d sc— to or—M the pUffng of wood. INt z- T- z z 110111Wk, z0 1 z z f T oz o ofZOIi 021241 '1 2 N, 7, S I iK By FS FL- 15036.4 7 5 OF 9 7,5i 4' 6" 777- SEE DETAIL CL MASONRY TYP. HEAD OPENING LAMBS ASTRAGAL SHOWN FOR FRAME ' I R EFERENCEI ONLY 0 2XBUCK, SEE DETAIL _YP, S11 L Masonry 2X buck construction for DP — 48 PSF ASMAGAL STRIKE JAMS CONCRETE ANCHOR NOTES: I , Concrete anchor locations at the comers may be adjusted to maintain the min edge distance to mortcrjo;nts. 2. Concrete anchor locations noted as 'MAX, ON CENTER" must be adjusted to maintain the min, edge distance to mortar joints, additional concrete anchors may be requited to ensure the "MAX. ON CENTER" dimension are not exceeded 3. Concrete anchor table: ANCHOR ANCHOR MIN. TYPE SIZE EMBEDMENT MIN, CLEARANCE TO MASONRY EDGE MIN. CLEARANCE TO ADJACENT ANCHOR ITW 1- 1 /4" 1/4" 2" 4" TAPCON ITW TAPCONO 3/16- 1-1/4" 3- 1-1/2" TA— LT—AT15d —NOTES VVQCQ_SCLEWft4ST 1. Maintain a minimum 5/8"edge distance, 1 end distance, S. i o.c. spacing of wood screws to prevent the splitting of wood. 7. 5 4 MASONRY T P. HEAD OPENING LAMBS FRAME-/ 2X BUCK 6" SEE DETAIL ASTRAGAL SHOWN FOR REFERENCE ONLY < 0 i ' 11_/ TYP. SEED ,11Arl SILL FRUME AN0HORlyG_____ masonry 2X buck construction, for DP > 48 PSF and DP <= 6OPSF Q21 L 603 6 DETAIL DETAIL I Attach astrogal/suelace bolt Attach astragol/surfoce ocit strike bates to frame strike plates to frome as( 6--\ Shown ( OuTswing" as shown (Irewingj 3 6 66 9 AIL DETAIL 2 Attach surface bolt Attach surface eGr+ strike bible at the thtooldd stoke plate or the thteshad Ouloving) finsving) 28 Q J LATCH & DEADSOLT DETAIL 0 Y1.-, z xt z0 00 16 zoa 0z 41 I7) c, HINGE JAMS w, E 02124112 sn" IL N T S n1c Jl, f, 6, 9 3' 6' 1-- 6" z X. Wa. to.. 6 0IZT7TT JrTYP. SEE DETAIL jai C\-) SEE DETAIL 5,; 6 0 11 z 0 ' ; 11SOIRY HEAD MASONRY i TYP. HEAD I a Z 0 OPENING JAMBS OPENING JAMES ASTRAGAL ASTRAGAL SHOWN FOR SHOWN FOR z FRAME REFERENCE FRAME REFERENCE 5 Ir o c S'd ONLY E ONLY 0 1 XBUCK 1 X BUCK D SEE DETAIL TYP. SEE DETAIL TYE. SILL D 7' SILL c, s 2: FRAME ANCHORING ASTRAGAL STRIKE JAMB FRAME ANCHORING HINGE JAMB Masonry I X buck construction X bucK COnStIUCtiOn for :)P > 48 PST and for DF<= 4P PSF G DP <= 60PSF 67' CH 71 60 CONCRETE ANCHOR NOTES' 1 Concrete anchor locations at the corners may be adjusted to maintain the min. edge distance to mortar Joints. DETAIL I 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to Attach astragal/surface bolt Attach asfragal(suh c It c maintain the min. edge distance to monfarjoints, additional concrete anchors strike plates to frame as shown Oufsvring) strike plate f e as shown (inswing( R may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3 Concrete anchor table:.... WIN —CLEARANCE -TilM —CLEARANCE ANCHOR ANCHOR MIN. TO MASONRY TO ADJACENT TYPE SIZE EMBEDMENT EDGE ANCHOR z ITIN 1/4- 1-1/c 2" 4' 27TAPOON - — - - - - --------- TW TARCON 3/16" 1-1/4 3' DETAIL 2 6 3, YXQDSCREVVINSTALLATION NOTES: ft—cch-s urface bolt Attach surface bolt 1. elointain a minimum 518" edge distance, t end distance. & I o.c. spacing of strike plate at the threshold strike plate at the threshold LATCH & DEADSOLT DETAIL srad screws to prevent the splitting of wood- Cutswing) inswing) DnE 02124112 V T, S D-,, r JK FS DR— IG FL-1 1036,9 SHED, 7 r)F 9 A, T— F O z 2,36' Zjz Ea C19 200 HEAD SIDE V a o L ck E o 2,2-0 4-- 63 37 BUMP FACE THRESHOLD LOW PROFILEOI 5,75' ml G SAD LE THREHLDS3 —SL"ETIN O_- wjC ILL DATE 2124112 N.T.S. JfIG H WATER DAM THRESHOLD K s nz- Fl - 75036 9 9 R W R, W Building Consultants, Inc. Consulting and Engineering Services for the Building industryB C P,0, Box 2i() Valrico, Ft, 3,595 81 659 9197 Florida Board of Enginceis CQrnficate of Authorization No. 9813 Froduct Category Sub Category Manufacturer Product Name Swinging Therma Tru Corporation "Classic -Craft" Exterior 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. zL When used in areas outside of the "HVI17' requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.12 & 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 reoistered architect. T 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-1 5036.10 for size and design pressure limitations, Supporting Documents: 1. Test ReorLNo. TEL 01460336-A,B,C TEL 01 460339-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 Dra-ing_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 TtgLnq_!_aboratory j qLredby Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab,,Inc, Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,Inc. Lou 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.F. UtIeLd & Sealedby No. FL I ovou. I U RW Building Consultants, Inc. (CA m9d 13) Lyndon F. Schmidt, P.t. 3. Calculations FLeTA r e dby rje d & Sealed by. Anchoring RW Building Consultants. Inc (CA #9813) Lyndon F, Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E, 4, Qua to Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products Lyndon F. Schmidt, P.E. within a quality assurance program that complies with ISO/IEC 17020 and FL PE No. 43409 Guide 53. 10/ 16/2017 Sheet 1 of 1 EEgpAroci_by THERMAITRUO DOORS 105.5'MAY. OVERALL FRAME WIDTH - - Z 0,0 Classic -Craft I it 0 0 11 Z t o, zKF113ERGLASSDOUBLEDOORW1SIDELITES !'SM 6 6. D m INSWING / OUTSWING NON — IMPACT" ID to 0EoZ0 GENERAL NOTES Z I e I This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code FBC) structural requirements including the 'High Velocity Hurricane Zone" (HVHZ), 0 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. C) 2_1oe < 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, < LLJ LLJ 0 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to 0 be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301,21.2. < 1-s 5. For Sir stud framing construction, anchoring of these units shall be the some as that shown for 2x buck 6 'n masonry construction. Ij 6. Site conditions that deviate from the addle of this drawing require further engineering analysis by a rZol I licensed engineer or registered architect, 7, Outswing configurations using coastal sill item #39 under active doors and all sills used under sidetres meet water infiltration requirements to "HVHZ". Inswing configurations and outswing configurations using sill items 931 & #33 under the active door do not meet the water infiltration requirements for the "HVHZ". inswing units shall be installed ;in the "HVHT') only in non - habitable areas or of habitable locations protected by or, overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees, TABLE OF CONTENTS SHEET # DESCRIPTION T,— P,", elevations, design pressures & genera( notes - ------ DESIGN PRESSURE (PSF) 2 Door pone) details OVERALL WITHOUT SURFACE WITH SURFACE 3F,deRe oneldetssks&tffo, - detaiF SWING FRAME 4 Horizontal cross DIMENSION BOLTS BOLTS -TE 021241!2 NEGATIVE T 5VerticalcrosssectionsPOSITIVE POSITIVE NEGATIVE "i 7- S Ver colcross sections , 'I —, DWCi, _ PY JK Buckandvrid _ frcmecncho ng_ZY buckmosonry ccnsfiudi 7 ionINSWING105. 5" x 98.0" +4710 -47,0 +60.0 -60.0 C.K L Irs— jRarne-codhonn., DR NO g7i,X buckmasonryconstruction9Astragaldetails OUTSWING 105.5" x ?6.5" +47.0 4TO +60.0 -60.O FL-50J6 70 R s Components to Hill Cornp0 EXTERIOR INITER'OR I HORIZONTAL CROSS SECTION 36.0('K,IAX. 2 DOOR PANEL WIDTH 2 2 P z 80 0 7, TOP RAIL4 LATCH srILE 3SC DOOR PANEL WOOD COMPONENTS: OAK ISG U7 11r—TiNOTE: D,)OR HINGE S77LE 45) BOITOM RAIL EXTERIOR INTERfOR 2 "\, VERTICAL CROSS SECTION o z 0 u zo z K,,,E 02124112 s -E N Ts D-G 8- JK LFS 150,36,10 RE -2 13.7 PANE 7. D,L 500 11-DUITEPAN11 NOTE: WOOD SIDELFE COMPONENTS: PINE (SO - 0,421 NOTE_ 1, Spacing for item # 18 & #29 (life frame screws) is as follows: From the bottom ur, on sides, 6.5', with 17) more spaced or 9,88'o.c, there are "2) screws bolin top and bofforn 2 13" in `torn each corner. EXTERIOR III I ERIUN ORIZONTAL CROSS SECTION Al r-I AEC WN. SS THK. EXTERIOR TEMPERED GLASS AIR SPACE 1 /8" TEATPI-RED GLAS INTERIOR SIDEUTE TOP UK GLAZING DETAIL g,6 'sdaled -s A/ pvc lite rrorTe MiN. SS THK. 8- EMPERED GLASS AIR SPACE 8" TEMPERED? GLASS 11 A, Z- U) 6z 09> Z S, z 6 m 6 V z z 50, EXTERIOR fl'2 "\ VERTICAL CROSS SECTION z 4 9J ILZL o DATE '-12124112 2 SOLE Ni, T S, E, jK n SEE NOTE 1 M) INTERIOR f EXTERIOR C2O 0. 15" C'SlNK fTYP.) 1, HORIZONTAL CROSS SECTION EMB, PP4 2 tswing shown -inswingalsoapproved 5 NOTE: 1. The sidelife i, direct set rto the jamb with i 12) iferr, 4M (;,,B X 2" PFH woecs screw'. There are 14) of each vertical iamb h0M 'he op down, of 115", 3F, 48.5" & 66", unxm HORIZONTAL CROSS SECTION ufvWn-gsh—o—w n- -inswng also approved INTERIOR4. EXTERIOR LA L 1) 4 4, 3. HORIZONTAL CROSS SECTION 1.I IS'WN 5 HORIZONTAL CROSS SECTION Shawn PXIIF-laTck OTE 1 0.15" C'SINK JYP.) EXTERIOR ZY) ON INTERIOR (10 g ri 1, Z 0 w o 6E z nizz "a SEE NOTE 1 M 4--", HORIZONTAL CROSS SECTION Inswing configuration TES2124112 sy FS AWN NO Fl- 5 0,1 6, 1 C, 63 1 requirements MIM/ z EXTERIOR INTERIOR I Al R zo 0 z z o 2! 101c 3 z INTERIOR EXTERIOR r2 VERTICAL CROSS SECTION 7 A z EXTERIOR INTERIOR 7 63 39, iv° 2 4A On 1, 1.6 OF onTE 02,1241122 T S 606 VERTICAL CROSS SECTION DIG sr' Is I onf g rs see general notes, sheet I for"VHT'water infiltration F! — i 5036, 7 0 requ,rernenfs s j SFP ' 1 INTERIOR EXTERIOR VE TICAL CROSS SECTION PufsWng shciwn, - m5mng also approved NTERIOR 7— EXTERIOR NOTE I r. 3-'\, VERTICAL CROSS SECTION EXTERIOR SEE NOTE l (M INTERIOR 5:VERTICAL CROSS SECTION rSEE NOTE 1 INTERIOR EXTERIOR z 0 0 1 z z c6z i'\ z2 , VERTICAL CROSS SECTION 8 7, sill of 4 In from each comer end, o' r4,71 VERTICAL CROSS SECTIONInswingconfiguration 6 w" P,21241'2 Nisroc y JK D"— F! Cl 0 U, 6 8" 4" 4" 4" SEE DETAIL D) L TYP, HEAD MASONRY TYP. HEAD MASONRY & JAMBS d OPENING &JAMBS OPENING i\ ASTRAGAL SHOWN FOR T ASTRAGAL AND REFERENCE F A YP. MULLIONS FRAME ONLY w SHOWN FOR REFERENCE 02XBUCK—,, ONLY 2X BUCK TYP, SILL SEE DETAIL — SUCKAMCHORING ASTRAGAL STRIKEJAMS FRAME ANCHORING Masonry 2Y, buck -constn,,Trn L (2L 063 CONCRETE ANCHOR NOTES 1. Concrete one I her locations at the corners may be adjusted to maintain the min. CL edge distance to mortar joints. ! 1 603 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to DETAIL I DETAIL I mc;nfain the min. edge distance to rnorforpornis, additional concrete anchors Attach astragal/surfoce bolt Attach ostragol/surface trolt, may be required to ensure the 'MAX. ON CENTER" dimension are not exceeded. strike plates To ftarne sinke plates to frame 3. Concrete anchor robfe: as shown (Crutsing) os shown (Inswing) MIN. CLEARANCE ;[N CLEARANCE ANCHOR ANCHOR MIM TO MASONRY TO ADJACENT TYPE SIZE EMBEDMENT EDGE ANCHOR 114- 1-1/c 4" ITW ------ --------- TAPCONP ELCO ULTRACON 1/4` 1-114- 4" 763 LATCH DEADSOLT IIETAlt 1 ITW T, 3/16- 1-1/c 3" 1-1/2' _____PETAIL 2 ........ QETAU2 . ........ TAPCON , - Art tch surface bolt Attach surface boltWOODSCREWINSTALLATIONNOTES: I end distance. & I o.c. spacing of strike plate at the threshold strike plate of the threshold 1. Maintain a minimurn 518" edge distance,(Outswing) (Inswing) wood screws to prevent the splitting of wood. 0 T z- z z c; nitI%' C, z 0 Z E w z o cz CID ryG HINGE JAMB 2 R! W, E 02124112 N T. S. JK LFS FL-15036AG s.E,- 7 3 MASONG OPENltu RANt ix[ ASTRAGAL STRIKE JAMS FRAME ANCHORING Wa-sd,,y1X puckco-,i rudb-c CONCRETE ANCHOR NOTES 1. Concrete anchor locations of the carriers may be adjiusted to maintain the Mir edge distance to mortarjoints. 1. Concrete anchor locations noted as "MAX. ON CENTER" must be odyisted to maintain the mr-i, edge distance to mortarjoints. addiffanot concrete anchors may be required to ensure the "MAX. ON CENTER" dimension ore not exceeded. 3. Concrete anchor table: MIN. CLEARANCE MIN. CLEARANCEANCHORA[ANCHOR MIN, TO MASONRY TO ADJACENT0 S" TYPE SIZE EMBEDMENT EDGE ANCHOR TW 2" 4' TAPCOJN ITW 3' 1-1/2 TAPCGMQqD SCREW INSTALLATION NOTES: Maintein am;ri.mum5l8"edge distatie6,,. l"end dlslance,& l"ac,spacing cif wood screws to prevent the splitting ofwood. 7634 2 DETAIL 2 Attach - surface ld-a[f strike plate at the threshold lrfy,,, ingj 3" ON — A, 7 2 L 0 2— BOLT DETAIL Ci 63 ' 2 G ' 67 z D. TL 012124112 2 N,-, S wr K 2 DETAILI cHv.LFS DETAILAttach surface bolt Attach astragal/sudace bolt Attach cistrogai/surfoce bolt u No - strike plate of the threshold strike plates to frame strike plates to frame OulsvAng- 1 r-L- 15036, 1 00 Outs, Mng) as shown. riv, flnnc) as shown SHEF 8 C1 7\ 17 2.36" S11 (:2D0_HlAD &SIDEJamb 2,59" 4.56" 1,68' n HIGH WATER DAM THRESHOLD llASTIC LIP LIFE FRAME 3 m C 2,20' 2, 1 Z' 4.63` OUTSWhNG SIDEUTE JFBUMP FACE THRESHOLD LOW PROFILE C5 215- 2.14" 1.69" --- 53" INSWING SIDEqE (2-6\,PILASPC LIP M FRAME &3 SELF ADJUS71NG SADDLE THREHOLD EL- t5056,!C 1/2/2018 Florida Building Code Online BCIS Fronne Log In User Registration Hot Topics Submit Surcharge Stars & Facts Publications FBC Staff BCIS Site Map Links Seat db'r&'-)r Product Approval z USER: Public Userk" 11r,duLt-Aep , fl -j > w > A -A 111,or, 1, > Application Detail FL # FL15332-IZ4 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 MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsrtImger@rnjwd.corn Brent Sitlinger kschnger@rniwd.corn Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida License PE-6251 4 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE I Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) 5Lan rdAd, AAMA/WDMA/CSA 101/1.S.2/A440 Equivalence of Product Standards Certified By Section-, from the Code Product Approval Method Method I Option D Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending F13C Approval 08/15/2017 httpsJ/www.floridabuilding.org/pr/pr_app_dtl,aspx?para,,Ti=wGEVXQwtDqtH8572qvdVVldku3Bi-TivbCOTFy`/"2fAGnRwpRXRfEB7u42Zdg`/`3d`/`3d me 1/3 1/2/2018 Florida Building Code Online Date Approved 1011012017 Surnotarypf products 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 Installation Instructions Approved for use in HVHZ: No F'111.531L-94-JL-Q Q-QE_1PJ-f Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lamas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE JJL15,11Z_R 4 E 5 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ. No EL15,33L, LQR-045r-E',,odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other* REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE Ltj SIQ RATINGS Created by Independent Third Party: Yes hKorRCEDWhWf1&45%, x9 6 REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No LILIUQ-2 -_R L _U--H -2L4KVj' 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 ELL5132 R4 AE_5_L2 8Q_pjff 15332:4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96" REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ, Na C 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 P.df RATINGS Created by Independent Third Party: Yes Limits of Use Installation Instructions Approved for use in HVHZ: No ELI 5332 _R,1 )of Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lornas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE Zj-Lf _,JZaO:,p _ _ _ RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" SGD Limits of Use Installation Instructions Approved for use in HVHZ: No 29E ff 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 Q3-Q-(jQ, RATINGS i Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" SGD Limits of Use Installation Instructions Approved for use in HVHZ: No LLJ5-33_Z_ R4__U__Q3LDI)dQj1 f 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 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 14TWO" NON - REINFORCED Limits of Use Installation Instructions httipsWwww Approved for use in HVHZ: No F[z1M2 R4 U 0" 50ZE pdf 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 `I 33 4 A I 0 DP if RATINGS 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 HVH: No FL1 _332 R4 II QFQOSOE.pdf 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 FL1-5-3372 _R4 AE 1081QU.pdf RATINGS Created by Independent Third Party: Yes CantdCC US :: 4 it S . T lal_ -LL— 3 Phone Q-487-1G24 The State of Florida is an AA/EEO employer, Copyright 2 -2Q1 _StaI of FI uda.:: prime tat m_nt :: Accessibility Staken.gnt :: Re -,fund tat men 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 sea 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 addr if they Have one. The emals provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi_ supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a Ilcens under Chapter 455, F.S., please click fr. °r . Product Approval Accepts: A El Ciedl! Cato, Safe https_//floridabuilding.orgfpr/pr_app_dtl.aspx?param=wGEVXQwtDgtli8572gvdWidku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg°/`3d°/r3d 3/3 NOTES: 1 , THE PROD' 'CT SHOWN HEREIN S DESIGN NND MANUFACTURED TO COMPLY INITH RE8UIREv,EN`TS OF -HE FLORIDA EU;LDING CODE. 2. 'WOOD FRAMING /,,ND MASONRY OPENING TO BE DESIGNED AND ANCHOREO TO PRQF';-7R,LY TRANSFER A-L LOADS TO STRUCTURE FRAMING ANO MASONRY OPENING IS THE RESPONSIFF-MY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. ',X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IX BUCK IS NOT USED DsSSIMILA,R MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR IV.FMZPANE IS THE RESPONIS RI_[TY OF THE ARCHITECT OR CNEER OF PECORC, 4, AL!_OWABLE_ STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HERE1,14, WIND LOAD DURATON FACTOR Cd=,,S WAS JSED cOR WOOD AJcHOR CALCULAMON& 5 FRAME MATERIEL: EXTPUCE0 A-UMINUM 6063-T5- 6. JNJS MOST BE '_AZEO PER AST: E1300-04/09, wffH SAFETY CLASS. 7, APPROVED ;MPACT PROTECTNIE SYSTEM FOR THIS PRODUCT IN WNU BORNE DEBRIS REG:ONS. 8, SH'I'll AS REQUIRED AT EACH INS7,ALLAT;CN ANCHOR WITH LOAD BLARING SHIN. SHIM WHERE SPACE OF 1/16' OR GREATER -OCCURS. MAXIMUM ALLOWABLE SH,!IA STACK TO BE !/4'. 9, DOOR ASSEMBLES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER 7HAN 1,0 DO NOT REQJiRE WATER INFILTRATION RE&STANCE. C' VFRHA.NG RATIO = OVERHANG LENGTH/OVERHANG HEGHT 10. FOR ANCHORING :NTO WOOD FRAMING OR 2X BUCK USE #110 WOOD SCREWS INITH SUFFICIENT LENGTH TO ACH42 'E A CM - - I v1, 3/8- MINIm-M. EMBED CNT INTO SUBSTRATE. _OCATE ANCHORS AS SHOWN N ELEVAT,ONS AND INSTAL LATtON D_7A_S, 11. FOR NNCHORING INTO .MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" 'MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" V_NiMJM EDGE XST,R` 4CE. LOCA7' ANCHORS AS SHOWN IN ELZVA71ONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 EMS OR SELF DRILLING SCREWS WITH SUFFiC!ENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND RTRJCT'jRE IN-ERIOR 'NALL, OCA:rE ANCHORS AS SHOWN IN ELEVATIONS A.140 INSTALLATION OF-7AILS, 3. ALL FASTENERS TO BE CORROSION RESISTANT- 14. NS- ALLA710N A_,NChORS SHALL BE INSTALLED IN ACCORDANCE WITH, ANCHOR MANUFACTURER'S INSTALLAT,ON iNSTRJCTIONS AND ANCHORS ST1,N_L NO' BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MIN;VUM STRENGTH SPECIFIED BE, -low: A. WOOD - MINNUM SPECIFIC CRAM TY OF G-0.42 S. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 31.192 PSI. CMASONRY STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE I (OR GREATER). 0. IA7-AL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T-, .048- THICK MINIMUM, 15. APPROVFO CONFIGURAT IONS: OX, XO, XX, XR, PX, X'P, PIX. TABLE OF CONTENTS Sn TDESCRIPTION I NOTES 2 - 3 1 ELEVATIONS 4 - 10 1 DETAILS Rc' A 1ADDED CHARTS 11 715/ - 17 1 REViSED PCR NEW TESTNO 10/29/13 L. 1 R, CADDEC, FLA,% Cf ANU FIN F.L. REVSE INSTALLATION C. 7AILS 30/15R.L.D Rl_LRC,,lSEOtNS- X_ti.P,ION OE77X LS F SIGNED: 06120,12017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SOD 5 95" X 80" NON -REIN FORCED NOTES TA O- C 4S F.A. 0$-00498 1 E NTS 02/23/ 09 1-1 OF 10 1-3-1 W001VIOPLI RD U Wlls'IUE Nc z7ozo Luis R. LQm= P.E. 34-66,6- C609 FL No,: 62514 96" MAX FRAME W:C-H, _ 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUM67R OF OCATIONS REQUIRED 6" MAX 6" VAX o- MAX 17' MAX O,C. MAX FRAME jj 6* MAX f SERIES 420 SGD EXTERIOR VIEW DESIGN! PRESSURE RATING VIPACTRATiNC 40,OPSF NONE SEE CHARTS #7 AND #2 FOR OTHER UNITS RA-,INGS NOTES: 1, MAXIMUM PANEL SIZE 46 1/2'x 79' 2 HARDWARE SCHEDULE k I II) FLAT "A-Uf, TED H44OLE SET (PART 4S9-r4- 44 5) LOCATED 38 3W ON CENTER —FROMPANEL. B OT-TOW; 6. IJVE TALLK; TANDEM ROLLERS (PART 09-17-1 85) AT EACH END OFF PANEL 601-TOM RAILS A ADDED CHARTS 03/05/12 R.L. 8 REIASEC PER NEW 7EST!741, C ADDED FLANGE AND FN INSTALLATIONS 12/06/13 P.L. D R-'V.SED INSTALLATION DETA;-S R_ E REVISED NSTAJ_LATLl DETAILS R.L, CHARTAII WHERE WATER LNFIL 7RA TION RESISTANCE IS RECWqED, SEE NOTE 9SHEET i Design pressure chart (paf) From, Sing4l'une and Total Rame VVIdir, (in) 36. 0 4ZO 48.0 Fin) 72,00 9&00 0 "0 pos Nog Ea Nag Pas Nag Pa" I N_ posC A40.0 1 4Q.0 48,2 8" ' p'.1' " E CHART 02 WHERE WATER INFILTRATION RESISTANCE JS NOT REOUIREO SEE NOTE 9 SHEET) Design pressure chart (psf) Franv 5ingIe RvIei anc ToUd Frame V.141n, (in) Heghz 30 * 0 1 3&0 4207 4 -g60, 00 72.00 84.00 96,00 pos Neg Res 1 w 0 551 551 48.2 a8.2 777 CHART 03 Number of anchor fora tionS required Frarw Single Panel and To" Fra,70 WOV, "'n) - 36. 0 Z0 4T_ 46 0 60D 7ZO 64.0__1 9& 0 H&S Jamb H&S Jamb H&S T2J.,,,bH&S Jamb T 5 - s T ead- 1-7 SIGNED: 0612012o 17 M1 WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 51 96" X 80- NON -REINFORCED ELEVATION iAT= OF 0 z 0 R A. OF E 02/23/ 09 _ 28 TS "Z ' T NTS 10L F108Z11 rO.'OMAS P E 1432 WOODFORD RD LEVm5wLti' NC 2, xi Luis R. Lomas P.E. FL No-: 62514 6- WAY i7" MAX 0 8111" T- VAX FRAIM 7 H cic;-T 6- -'L7X 96' MAX RASAE- A,DTH — l) ANCHOR PER LOCAT,ON AT HEAD & JAMBS SEE CHARF #4 FOR NUMaER OF LOCATIONS REQUIRED MAX D.C. 6' MAX CHART 04 1wW,.d so- P, P"M -0 T.L4 L- 4WL' 30,0 35,0 E4260072.0 H&'s 'j H4S )..b H4S li—b Hvl j.— SERIES 420 SOD EX'ER OR VIEW 2) ANCHORS PER LOCATiON AT SIL- SEE CHART #4 NW APHR 0 F CAT ONS R-QUiRED40.OPSF NONE SEE CHARTS #1 AND #2SHE472 FOR 07HER UNITS RA%VGS NOTES. I MAXMI),',' PANEL S,ZE' 4,5 1,2- 7!?- HARDWARE SCHEDUL-- I FLATM—UUNTED H&%)LE DIET (PAR I- LOCATED 1 3/4'ON CENTER 1WE A ADDEO CHtARTS 03/cl,/12 P.L B REVISED PER NEW TES%NG I Rj_ C ADFED F ANGE Ahl) FIN JN TALLAT ONS 12/6/13 REVISED JNSTIALLATICDN OETAa-S 07/-D/15 RA L E I REVISED NSTA-LA710N OE7XLS 067720/17 P" Ml WINDOWS AND DOORS LLC 650 "VEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGO 96' X W NON—REiNFORCED FIN ELEVATION OPC 10. 08-00493 L POOEP70 Lo's p E, w000roRD RD E E, P c 2;,D-,j 4j $ad-ocog SIGNED: 06,12012017 XTATE C, F Luis R. Lomos P.E FIL No. 62514 ' 1/2' M:N, EDGE DISTANCE 3/ 8" MX W00- FRAMING E S_ ENT OR 2'X BuCK BY OTHERS 1/4- MAX. SHIM WOOD - SPACE S C 'I R EW' INTERIOREXTERIOR11111 10 WOOD SCREW WOOD FPAM f,,G OR 2x BjCK BY OTHERS NOTES: 1, INTERIOR AND EXTERtOR FINISHES, SYO7'11EPS. NOT SHONN FOR CLARITY. 2, PEP,,1,lETERAND l0lNT SEALANT 43YOT,14ERS TO SE DESIGNEO,' N ACCORDANCE WITH ASTIR E21 12 1 3/8- vN E_ VBFDMENT EDGE DISTANCE E SET IN APPROVED SEALANT 10 - WOOD SCREW WOO-, FRAMING OR 2X BUCK By OTHERS M; N. siEiilT STANCE RIVI" S10,11", 1, i DAT: I A I ADDED 'riARTS Q3/c5/12 i R.L. 3 REV,SED PER NEW TESTIfIc R,I. 0. 0 ADDED PLA-N,E AN 10 F;.4 NS-AL A-IDN'S 12 C6/13 1 R-, 0. REVISED INS7ALLATION 07AjLS 07/30p5 E I RE_ySED MSTzALLATION DETAILS i/ 4- VAX, SHIM SPACE f- INTERIOP EXTERIOR JAA, 48 INSTALLATION DETAIL WOOD FRk'XNG OR 2X SUIK' lNSTALLARON MI WINDOWS AND DOORS LLC 650 ' WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 9AS" X 80" NON -REINFORCED FRAME INSTALLATION DETAILS lCCcP A.N F.A. 08-00498 IZ NTS 02/23/09 4 OF 1 0 L. ROBL- RTO COMAS P.E. 432 VIOODFOPO RD L L MS"AL, F, NC 43--685- 050 S1,13NED.- 0612012017 Ns, - 'S., SATt OF X, Luis R. Lomcs A.E. FL No.: 52514 METAL STRUC7UR7 BY 07HERS 10 sv.s OR SELF GRILLING SCREW N,E7AL S7RJC71,RE BY OTHERS 1/2- MIN. EDGE DISTANCE 1/4" MAY_ SHIM SPACE U TO H SET iNi RED 0F PPROVED SEALANT EDGE DISTANCE VERTICAL CROSS SECTION 1,4ErALS7,qL)E-TU—PEiNSTALLAT,'CN NOTES, 1 . WTEP;OR AND EX-rERQP KNISHES, SY OTHERS, NOT SHOWN FOR CLARITY, 2. PEP1,14ETER AND JOINT SEALANT BY OTHERS To BE SESIGNEO IN ACCORDANCE WITH ASTME2112 1/2* 'A,r EDGE DIST11 I- 410 EMS OR SELF DRILLING SCRPNS METAL STRUCTt,RE BY OTHERS I'll ewls A, ADDED C-VRTS GNEW TESTIN D ADDED F-ARCE AND, FIN t,4SlTAl_lLlAT`_N1 I— D flf:VtSE0 NS-,A_LATKIN QE7K,S E PEVlszD INSTALLATION ' CTIALS JAt,18 INSTALLATION DETAIL METAL STRUCTURE INSTAL'EATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SOS 96" X 80" NON -REINFORCED FRAME INSTALLATION DETAILS Ly OF 10 FT. A : 08-00498 E NITS 1,A,' 02/23/09 S " T 5 0 F i O L. ROBLSTO LOMAS P.D. 1432 T:COFORO RD LFViSVILLE, NG Z,'4- SIGNED. 06/20,W17 TAT. OF li'llmnoO Luis R. Lomas P.E. FL No.: 52514 n£'r,S3::nS 1 / " M!N 1 MIN, }.._ 3 REV S PARAPN EDGE DISTANCE { i A ADDED CHARTSi 03/05j17 ft,L, 8 RE"ISED P- --ER NEW ESTtiC - - -3C------- -f29--- /;3 kL, j ADDED FLANGE AND P INSTALLATIjNS 12/©6/13 R 1, G . REMSEp INS-7A T'Q.3 v£'fAa ; 9?f3U+/;S R U GEMSED AFNT a G 1 1/4' M1N. CO a ONY EV.P ft a l9HoINSTAit4No£TaILs as/cc/tr MASEDMENT BY 0 HERS — 1/4" MAX. SHIM SPACE x eucx — 14" MAX BE ! , ., SHIM SPACE PSOP RiD `' DCE ( , INTERIOR A SE*' NO 3=- DISTA:NCE d oyp 3 ' 3 • q i 3f b" iA N jMIN EXTERIOR I l I INTERIOR sEPnRATsor SILL TO BE SET IN — U.,Or1 APPP.OVEDSEAANT 3j;6" ',APCON ._./3/1^a'° TAPCON EXTEPI0 1 J BY OTHERS . MASONRY/ — B ; { JAMS INSTALLADON DETAIL CONCRETE = OPTC!dA X BOCK BY CRETE 1 ! TO BE PROPERLY GO,trCr'iEifllriASCJ,^;RYIMSTALtA7t,7NE SECURED NOTE 3 SHEET t G a t2l, N. ,^/PEES a ' EMBECIVEN7 7, dNZE' RiCAANL' EXT.ERrl3R F7NtSNES, BY OTHERS, NOT SHOWN FOR CLARt l'Y, 2. PERIMETER AND X4VT SEALANT BY OTHERS TO BE a DESIGNED IN ACCORDANCE WITH ASTM E?t 12 SIGNED: 0612012077 z / 8" MN a" MIN. MI WINDOWS AND DOORS LLC t S&IPRAT,CNEDGEDISTANCE65flPESTMARKET STREET \, \, ?, L0 VERTICAL CROSS SECTION ^vRATZ. PA t 7034 rXu E N CONCRETEnsA5oNRv1NSTALursON SERIES 420 SGD = r• 0...6251 i° •'= 96" X 80' NON — REINFORCED — /,ri m>,r ya FRAME 1NSTAL!?,TSbA3 DETAILS TATE OF W.zz O u z u sri e ee,J hA.L NTS DATE 02j23j09 6OF10111I(t,a1 L. .ROBERTO L4 hMA$ P€. Luis R. Lorn s P.E. 1,32 wx DFORDRDLEW'SV!L I E N--2JD23 FL No.: 62b14 14AS8- ncmasFit P!om. az , WOOD FRAWNC OR 2X BUCX BY OTHERS 1,c WOOD SCREW GO FRAMING OR 2x 9IuC.K BY OTHERS VERTICAL CROSS SECTION WOOD FRAIXNG OR 2X OUCKINSTALL ATION NOTES' 1 tNTEPJCRA,,40EXTERiOPFIIV,SHESBYO,-HERS, NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANTSY OTHERS TO BE DEStGNED,' N ACCORCANCE1,WTH ASTV E2112 o MN AN C 7- MIN, LIENT MAX. SHAM SPACE i ' c E 3/ 8' ml. tMSEDMENT F_ 1/ 2' MIN. EDGE DST/,NCE 10 WOOD SCREWS I-' SET 'N APPROVED SEALANT WOCO FRAJANG OR 2X BUCK 8'.' OTHERS M. N. VENT MIN. tout JiSTANCE A 1vDOEQ CKAR S 03/c5/12 R L, PER NFW EIaTNG 1 !C/29/13 R,L C ADDEy FLAN CEE AN- Fi.14 M5TAL, taNS 12/06/13 R- L- LA-1 i_L s EEII!CIE. ,ISI_AT? L. KELVSED ! NSTALLATTON D,0AJ;.S 1 .7 R.L. 1/ 4- MAX. SHM SPACE INTERIOR I-- EXTERIOR JAMS INSTALLAT101V DETAIL V1000 FRAMING OR 2X BUCK INSTALLAT,'ON SIGNED- 0612012017 Nil WINDOWS AND DOOFS LLC 650 WEST MARKET STREET TGRATZ, PLA17 030" N ' S SERIES 420 SGD 96" X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS P ''A:T t 0 YIN 08- 00498 c"' NTS AT` 02/23/0S 1 '77 OF 10 L. A'BER7_0 LOMAS P E 4aL Ncz'0_'3 Luis R. Lomas P.E. a3-$ 6 0609 --C-;a—, , FL No.: 62514 ED Ot DISTANCE METAL By C-IHERS 10 sms OR SELF 2)R3- L1NIG ScRew M ETAL STRUCTURE BY OTHERS 4' MAX, Si.W SPACE 7 10 SMS OR SELF ORIL-INO SCREIV ILL -0 BE SET N BED OF PPROVED SEALAN7 EDGE DISTANCE VERTICAL CROSS SECTION NOTBs. 11%7EPICRI AP40 E),-ER;OR Fhm'SHES, qy OTHFPS, NOT SHOVINFOR CLAR,'rY. 2, PER)METER AND jowTsBALANrBy OTHERS TO SE i- MIN. EDGE DETA. NC 10 sms OR SELF DRILLUG SCREWS M ETA L STRUCTURE BY OTHERS fl" ,,, A ADCED CHARTS REVISED PER ?4CW TESTING ADDED FLANGE A&41' FUN NSIAUATQNS R,L- 07/ 30/15 R.L. E REVISED ASTA-,'ATION CE-,XLS j 06/20/17 i R,L. JAMB INSTALLATION DETAIL TIE-- TAL i7RiCTUPE !NSTAUAT,'ON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GPATZ, PA 17030 SERIES 420 SGD 95" X 80" NON -REINFORCED FLANGE INSTALLATION DETAILS I F.A. 1 08-00498 1 E Z2/ 23/09 8 O F 10 rNITSj< 12 WOOL>FGPD PC) 43- 68,j-0'i09 91-&l—.,,,4yv SIGNED: 06,'2012017 E N OF Lids R. Lomas P,E, FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OP OVAL IX SUCK 70 BE PROPERLY SECURED SEE NOT'- 3 SHEET 1 3/16" TAPCON MASONRY/ 00"Inp-77 BY 07PERS 1 1/2- MIN I- VN. — 1SEPARATIC,N EGG'S DiS`IA.NCE 1 1/4' PAIN, MBEDMENT 1/4' V.AX. Srilfi SPACE S-PARATION VERTICAL CROSS SECTION GONCPETE4,'ASONRY INS7ALLA7,iON 3/10- TAPCON INTERIOR OA A REVSED PER NEW TESTING R.L. C I ADDED FLANCE AND FN tfS*ALLA-40n'S t2l dfs3 R L VIN. EMBED,mEN,T E REVISED ISTA,,LA'3',N DE-AkS 06/20/17 Pl 1/4" SH;VI VAX, SPACE ulf" , Cl TA E LNER10,1? j c:z 3" MIN SEPARA71ON EXTERIOR Sl-L TO BE SET IN I A BED OF CONCRETE/?MASONRY APPROVED SEA ANT BY ' OTHtERS JAMB INSTALLATION DETAIL GPTQNA,,- !X BUCK CONCRET&VASONRY TO BE PROPERLY SECURED SEE NOTE 3 SHEET I NOTES: 1, iN7El?fOR AND EXTERIOR FIN1SHES, BYCTHEqS, NOT SHOWN FOR CLARITY, 2, PERIMETERANOIOINT SEALANT BY OTHE86 70SE 1 1/4' MIN, EMBEDMENT SIGNED: 0612012017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 170.30 EDGE DISTANCE SERIES 420 SGO 96" X 80- NON-REINFORCEE) FLANGE INSTALLATION DETAILS OF "cO" Al 0 R7F,A. :1 05-00498 119 01 x/ E "ONAI slUTNTS02/23/09 1002 Ll R02E87D tonras P. E. I'D L SYWS'-;LE AZ 27020 Luis R. Lomas P.Z, FL No.: 62514 WOOD FRAIA NG 1/4- VAX SHIM SPACE eeF j A ADDED CKIRTS 5/12 tR.L wc'CIDS 8 REVSED PER NEW TES-NG, i 10/29/--R,L scww INTERIOR C ADDED F-4,NCE ANC R114 NSX_LAl0NS 12/C,6/13 j P_ if REVISED NS7,A:_LA_'QN 7 15 R L, 1 4" REA'SED AS7A_A-41'_N CE_,AuLS 06/20/17 R'L_ Ev, 6 LIN, EDGE CIST APPROVED SEALANT BEHIND FIN EXTERIOR AR'v. 1 1/4- WN 7/16 IN INTERIOR EMBEDMENT EDGE DID N VASONRY/CONCRE77C JAMB INSTALLATION DETAIL BY OTHERS WOOD FJRAM NG OR 2X 90014NSTALLA TION MET, _ STRUC , 1/2' MIN, IX DUCK BY OTHERS, c - HOCK STRIP !X BUICK TO BEEDOD,ST;,4C;7BY071,"Ef PROPERLY Sc 'JRED LANT 7APPROV70St RN 3/16- TAPCON BEIN* FIN 1 1/4' M% EMBEDMENT WOOD FRPAING By A EXTERIOR 48 wou'D OTHERS INTERIOR I PANEL INTERLOCK SCREW HOOK STRIP INSTALLATION 1/4" MAX, HQOK STRIF 1, MASON.RYICON'CficTF SHNA. SPACE # 10 SELF DRILUNG 7/16" WIN SCREW EDGE C STAINCI_ EXTERIOR INTERIOR VERTICAL CROSS SECTION 4VJ000FRAMJA'G OR 2X SUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4-9. NOTES, 1. INTERIOR AND EX'TEPIOR FIWSHES, BY OTHERS, NOT SHOVAV FOR CLARITY, 2. PERIMETER AND JOINTSEALANT ,9YO rHERS TO OE DEStGNEDIN ACCORDANCE WITH ASTM E2i 12 I P, EL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 2X BUCK OR EDGE DISTANCE FRAMING BY OTHERS TD, 1 3/ 8- M:N lNTEPIOR EM9EOVENT HOOK STRIP 10 WOOD SCREW PANE_ EXTERIOR IN— ERLOCK HOOK STRIP INSTALLATION 2Y. PUCtVWOOD FRAIVING MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGO 96" X 80- NON -REINFORCED FIN AND HOOK INSTALLATION DETAILS F,A. 08-00498 C"Z NTS 1'^_L 021/23/09 SHUT IO OF 10 L-40eEp, TO LOMAS PE, 1432 STONED: 0612012017 0 E N STATE OF - 4, ViXSl0 N A 'L LUiz R. Lomas P,F_. FL No,; 62514 NOTtS: I. THE FRO0'jCT SHSWIN HERE,N 13 DE&ONED ANO MANUFACTURED TO COJVPLY W;TH 7REOU IREmINE7S OF THE FLORIDA BUILDING CODE. 2, WOGS ' FRAM,NO AND MASONRY OPENING TO BE DESIGNED AND ANCHORED To PROPERLY TRANSFER ALL LOADS TO S7RJCTJRE, FRAMING AND MASONRY Gp--N1N-. IS THE RESPON&BiLI-Y OF THE ARCHITECT OR ENGINEER OF RECORD. X BUCX OVEP MASONRY/CONCRETE IS OP-11ONAL- WHERE IX 3LCK IS NOT USED fSSI,M,LAR MATERIALS MUST BE SEPARATED WITH APPROVED IIOATIF,G OR UIEMBRANE, SELECTV4 07 CCATING, OR MEMBRANE :S THE RESPONS91-IT' OF THE ARCHITECT OR ENGINEER OF RECORD. 4, ALLOWABLE STRESS INCREASE OF 1/3 WAS N01, USED IN 7HE DESIGN OF THE PRODUCT SHOWN HEREIN. W.ND LOAD DURATION 7ACTOR Cc=1.6 vyAS USED FOR WGOD ANCHOR CALCULATIONS, 5, -RASE MATERIAL; EXTRUDED ALUMINUM 6063-75, 6. JN:TS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTE-=IVE SYSTEM FOR THIS PRODLCT IN WIND BORNw- DEBRIS REGIONS, 8 SHIM AS R_cOJ:RE0 AT EACH INS7ALLATJON ANCHOR WITH LOAD BEARING SHIM_ SHhM 11IERE SPACE OF 1/18" OR GREATER OCCURS. MAXIMUM ALLOeVAS_.F_ SHIM STACK TO BE 1/4" 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 00 NOT REQUIRE 'WATER INFIJJRAT;ON RESIS7ANCE, OVERHANG RATIO - OVERHANG LENGTH/0VERHA_NC HZCH7 C FOR ANCHORING INTO 'WOOD F.RAV,;N,^. OR 2X SUCK USE #10 WOOD SCREWS WITH, SJPFICIENT LENGTH TO ACHIEVE A 1 3/8- M,NIMUM EMBEDMENT INTO SUBSIRATS. LOCATE ANCHORS AS SHOWN IN ELEVATV45 AND INSTAiLATON DZTALS. 1I. FOR ANCHORING INTO MASONRY/CoNCRETE LEE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUm Ft,',BEDMEI 47 INTO SUBSTRATE WITH I" U iIMIN!MEDGE lS7A, NCE, LOCATE ANCHORS AS SHOWN JN ELEVAT;ONS AND :NSTALLATiON D:'A,"-S. 42. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCRE'NS '41,'7H SUFFICIENT LENGTH,, TO ACHIEVE 3 THREADS IAIN'mUM BEYOND STRUCTURE INTER!OR WALL. LOCATE ANCHORS AS SHOINN IN ELIEVAIJONS AND JINSTALLAT.ON DETALS. 13. A-':- FASTENERS TO BE CORROSION RESISTANT, 14. INSTALLAT,ON ANCHORS SHALL BE 'INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER' S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES w';TH STRENGTHS LESS THAN THE MINIMJM STRENGTH SPECIRES BELCIN: A. WOOD - MI,%MLM SPECFC GRAVITY OF 0=0.42 B. CONCRETE MINIMUM COMPRESSIVE STRENGTH OF .3,192 PSI, C. MASONRY STRENGTH CONFORMANCE TO ATM C-90, GRACE N, TYPE 1 (OR CRSFTER), 0, METAL STRUCTURE: STEEL 18GA, 33KSI OR A-UWNUM 6C83-75 U48" THICK, mAimliM 15. APPROVED CONFIGURATIONS: OX, XO, XX, YP, PX, XI?, Fix TABLE OF CONTENTS SHEET NO NOTES 2 3 ELEvATONS i% STALLA7ON DETAILS A, IDED FLANGE AND FIN INS7A_-A'13N 12/10/!3 R.L REVISED INSTALLA7ioN DFTAAT t REVISED INSTALLATION 0_AJLS SIGAjED: 0612112017 MI WINDOWS AND DOORS Lc 650 ' NEST MARKET STREET Ns GRATZ, PA 37o3o E Ny' SERIES 420 EGO REINFORCED WITHOUT ADAPTER 51 96" x 96" Z4 NOTESo WTAT OF 4 REV L. 08-02249 S—AL': SGQF, NTSOA'r 10/30/13 SHEET G L, R08ERT0L0MASP,E, 3_ VIIEEEEFEAO P4) 270-'-J Lu's R. Lom. R,E" 431- WS-0609 c— FL No": 62514 96" MAX FRAME '401H F- (2) ANCHORS PER LOCATION SEE CliART #3 FOR NUmZER OF LOCATlONS R70L, 'R--O 6 MAX 17' MAX 6" MAX 6" VAX i-- 17' M-,X O'c. 96" MAX RAM E 6' VAX I SERIES 420 SGD REINFCRCID WITHOUT ADAPTER 5-` ERl101i-- iTV/Ew DESIGN PRESSURE RATING IMPACTRATING 3; 5.OPSF NONE SEC CHARTS #' AND 02 FOR OTHER UNITS RA TpvSS NOTES; I. MAXIMUM PANEL SIZE: 48 1/2' x 95' 2 HARDWARE SCHEDULE k HANDLE SET 99-0,4-145)AT38 3/4-0t4 CENTER FPO IMIPAV:4EL150 T--700, X' -' - Tffi "' , L _LS 5AENDOFPANELT N 7Z 'LOC. M 6 P, R EL 4 L 3. ( 1) METIA-LIC, TANOEMRIOL.LERS (99,1,7-1 35)AT EACH END OF PANEL B0,770M, RALS OEUtX'. U., CHART, ri WHERE WATER INFLTRAT,014 RESISTANCE IS PEOWRED CHART# 2 WHERE VIATERPNFILTRA rfOfV RESISTANCE IS NOT REOUkREO SEE NOTE 9 SHEET TOW Flalrx',','llh I,,) 420 4,6,0 6000 72o 8VAOO 96,00 Pas AAg P.- N.9 po. -Ng Post Ng 34, 0 58A S6.4 50.9 50,9 45.7 v53 42,0 42.0 S5. 0 55.2 552 Q.O 45,0 48.0 43.0 39A 394 92. 0 52.4 52A 45.4 4E4 40,6 406 9r, CHART03 300 3510 42.0 , 460 fut, 50 0 720 64,0 96.0 H& S Js H&S Jamb h4S I j-. He's J-b 0 4 6 4 6 92. 0 76- 0- 4 6 5 4 6 5 OA- T-C 7 j4-- A-, CEO F-ANCE AND FIN NSTK-I-kTiO-N 12/10/1, R.L, REN SEO INSTX-LATION Dt! A-,TJL`S-------T-, 1 R.L. REVS3ED INSTALLI.74N D—AjUS 05/2i/17 R.L. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 170.30 SERIES 420 SGE, REINFORCED W3THOUT ADAPTER 96' x 96" ELEVATION Oa- 02249 c NTS 1-T' 10/30/13 1 5'47' 2 OF 10 L. ROBERTO LOMAS P 1432 NO"OF000 NO LEW 50LLE,NC 270:3 SIGNED: c612 il2o 17 r N TAT OF Luis R. Lomas P.E. FL No.; 62514 96" .4AX .FP WOTH, I) ANCHOR PER LDCAT,,ON AT HEIQ & JAMBS SEE CHART #4 FOR NJIVIBER OF LOCAT"ONS P. Ea UIRED 17" MAX 6' V.AX ;— 17" MAX O. C. 96" NAX FRANZ HEIGHT 6*' IAAX 2) ANCHORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL EX—, ERIOR VIEW SEE CHART #4 FOR NUMSEEER OF LOCA71ONS DESiGNPRESSUPERATIAC IMPACTRAT(NG REQUIRED t35. OPSF NONE SEE CHARTS # I AND 92 SHEET 2 FOR OTHER OMITS RATINGS HARDWARE SCHEDULE A. FLAT MCI-NTED HANDLE SET {99-04 -145) AT 383M- ON CENTER FROTA PANEL EDT TON 8 1(1) DEKAROLLFRS (93-1 7-195) AT EACH END Or PANEL6O-FO-11"LS C - fZk, VT TS REINF ORCEMENT,U>a)ATAL PANEL NT-E RLOCKS NV 3 17, TocscR.ar,onQATC A-AkOrQ T---- — — A FLANrE AND FIN INSTAL TI OIN " 11, 1 R,L RCI',SEQ INSTALLAT ON DETALS T;N S c - 1REVS'STALLAT CN rj- NOTES: 2. MAXPIUMDG, O,:44516'x90Se' CHART A4 SIGNED: 06121112017 V1 W14NDOWS AND DOORS LLC 650 WEST MARKET STREET CRATE, PA 17030 T SERIES 420 SOD REINFORCED WITHOUT ADAPTER 96" x 96" FIN ELEVATELEVATIONATE OF 4, 0 R, D 08-022493 C NTS 1C/ 30/13 OF 10 OF jo fom" 1432 WCOPFCRDRD LEMSVP LENIC 27023 Luis R. Lomas P. 7 434-6P5-0&,'9 , l,-,,p,!-,,,p.,,,, FL NO.: 62514 1-- 1/2- MIN, j EDGE DISTANCE W',OD FRAMING 1 3/8" M,N, OR 2X BUCK EMBEDMENT BY O-HERS AAX. SHN 10 INOQD SPACEOOD SCR.-W 10 WOOD SCREV; WOOD FRAM:N'U OR 2x BUCK BY OTHERS fXT0310P VERTICAL CROSS SECTION WOOD FRAAli-- -OR2X SUCKJlVSTALUTjOV VOTES, 7 INTERIOR AND EXTERIOR FINISHES, By07HERS. NOT SHOWN FOR CLARITY, 2. FE,91METER AND JOINT SEALANT BY OTHERS To SE OESIGIVED 1NACCORL)Aj%'CE W,-)AS7M E2712 SIL- TO BE SET IN A BEG OF APPROVEO SEALANT MIN. ENT AIN, L)o u1aTANCE 1 3/8" MtN. EMBEDMENT r- 1/2" MIN, EDGE C;STANCE- 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS A04 oTE A A9DE0 FLANGE AN3 FIN INSTALLATION 12/10/1.3 REIASED 'NS7AUATION &E-ALS 08/03/ 15 R.L. 1-A-,131 .E71LI R,L 1/4" MAX- SHIA SPACE INTERIOR III— EXTERIOR JAMB INSTALLATION DETAIL VIOODFPA14NGO,c?2, ,9UCl<iNSTALLAT;C,1Y SIGNED: 06,'2112017 Ml WINDOWS AND DOORS LLC N\\lWlff/;j/ 6' 50 WEST MARKET STREET GRATZ, PA 17030 N'y'. jp SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96- x 96" 1 FRAME INSTALLATIONDETAILSTA orVL08-02249 c S 5'/0 - , 'N NALwcaE NTS O' T' 10/30/13 OF 10 I! I o\\"\ 1432 WQOCIti014D Pji LEMSVILUE NC27a.23 Luis R. Lomas P,E-. 7L No.: 62514 1'4 UAL STRUCTURE BY 07iiERS 1/2- WN, EDGE I — DISTANCE 1/4' MAX. SH M SPACE 10 sms OR SELF DRL-UNG SCREV; SILL - TO BE SET IN HA O Or APPROVED SEALANT 10 SvS OR SELF DIRijaNG SCRE-V/ VETA: S7R,jCTURi Ey OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METALI STRUC7URS,'A(S7-AUA7lON( NOTES, I WTER)OR AND EXTERIOR F,mSHES, BY C T14ERS, NOT SHUNN FOR CLAPJT,', 2. P--'P/A?ErER ANDuOINT SEALANT 8YOTHERS TOBE DIESZABD IN ACCOPOANCS V;!TH ASTPf &-,T2 1/2' m,!: EDGE DJSTF L— 10 sms OR SELF D.RILJN-O SCREWS METAL STRUCTURE 3, OTHERS RV&OZ ADOE'D PLANCE AINQ FN NSTAUA7*N' RC'4SED iW3-A-LATKN CE-AILS RZVISED NSTA,LATICN DUAILS JAMB INSTALLATION DETAIL METAL S7RLO7JPFflvSTAsLAToN SIGNED: 06121120 17 Ml WINDOWS LL DOORSLLCAND650 WEST MARKET STREET 650WMETSTREETGRATZ, PA 17030 tv :y SERIES 420 EGO REINFORCED W1THOUT ADAPTER 496- x 96" 51 FRAME INSTALLATION DETAILS 5:-;o TAT 7- N' aws No. Z , V. L.' 08-02249 I c NTSjj'51111 151DF c OATI 10/30/13 51, L. AOCEROL A SPF 14J21NOODFORO RD LEMSViLLE, Luis R. Lomas P.E. FL Na.: 62514 CONCRETE/ MASONRY By OTHERS OPT' OVAL i x BUCK TO BE PROPERLY SECLRED SEE NOTE 3/16" APCON MASONRY/ CONICRE-TE BY OT~ERS 1 1/2" MIN _— j I I,, IN, SEPARATION 1 EDGE DISTANCE M N, 4 EMBEOMENT 4" VAX. i SHIM SPACE 3/16- TAFCON LNLTERIOR i SILL 70 BE SET IN I A BED OF APPROVED SEALANT EMSEDM-ENT 2 7/8" M;N SEPARATION cDGE DISTANCE VERTICAL CROSS SECTION C-ONCRETEIMASONRY WSTALLATICIV DATE Aj:)CFD -ANCE Alva IN INSTAUhTiflM I 2/10/1 R,L, REVISE0 INSTA-LA-ION DCTA LS 4 06/03/15 IRCOSIT) NSTA",A710N CE7AtS 1 1/4' 'cN, _y EMBEDMENT I 1/4" MAX, SH:.V SPACE MIN EDGE D;STA.NC--- SEPARATION n INTERIOR 3/16' TAPCON EXTERIOR BY OTHERS JA,tfB !NSTALLA Tl0AI DETAIL cRErF Aso OPTIONA' - ix SUCK 70 BE PROPERLY SECURED SEE NOT-- 3 SHEET 1 NOTES: NOT SHOWN FOR CLARIFY. PERII,lErFRA,'4OJOINT SEALA,',ITBYOTHERS -OBE SIGNED: 06,12112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 0 GRATZ, PA 17030 EN SERIES 420 SOD REINFORCED 'WITHOUT ADAPTER 96" x gr" FRAME INSTALLATION DETAILS OF tJ--------------------------------------- C C- No ----- R Y.L. 8- 022419 c O N T SIo/30/1,3 6 OF I G/30/1,3 6 R03CII-10 Lol s 4FIEPORDLENISWLE, NCVOZIJ LuisR, Lomas P,E, FL No,: 62514 WOOD FRAmlN,-, OR 2X mJCK By G-ERS 1/2' EDGE DIS-ANCE 1 3/8- MJN EMBEDMENT Po WOOD SCREWS EXTERIOR I—LI JNTERiOR rO 67 SET ;N OF 3',';-C SE,,&,NT c WOOD SCREW, WOOD FRAMING OR 2X 6JCK BY OTHERS M; N. M-LNT VERTICAL CROSS SECTION NOTES 1.1,'VTERICRAN'DEXTER;ORFIN,ISHES,SY07}4ERS, NOT SHOWN FOR CLARiTY, 2, PEDOVETER AND JO)NT SEALANT BY OTHERS To BE DESirA'E01NACCORDANCE Wf rH A STM SO i 12 APPR3-11:D ADDED FLANGE AND r.N N57ALLATICN 12/50/1-1 I R"' RCVS70 JN,7AU-AT,QN Dt7AO.S REVVED NSTALLATtON DETAI-S 06/21/17 1 3/8" V-N, , 1/4- MAX. EUSEDIAENT —1 SHIM SPACE 2' M'N. INTERIOR CGE DISTANCE 10 WOOD SCREWS EXTERIOR wOOD FRAm!NG JAMS INSTALLATION D=TAIL OR 2X BUCK WOOD FRAt-VNG OR ZX SUCKWISTALLA TION BY OTHERS SIGNED: 06/2112017 MI WINDOWS AND DOORS LLB' 1// 650 WEST MARKET STREET L o GRATZ, PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 51 96" x ;6- FLANGE INSTALLATION DETAILS TA '6c ZE 08-02249 c NT-S OATS L. HOSEFi TOLOIdA.;PE 1132 W--ODFORD PL) LEMSIWLLE, N4 27-20 Luis R. Lomos P.L. 4,34 066a4,,9 a."-v';x-'p' — FL No.: 62514 1/2" M1N. EDGE DISTANCE METALry STRUCTURE BY 07HER: 4" MAX. SHOA SPA _ 10 sms OR SELF DRI-LING SZRE,ll INTERIOR 1 70 BE SET ;N EEO OF PROVED SEA,,-AN7 Plo SMS OR SE-'F CPlLJNG SOP-5N, lt7A' STRJCTA: 9Y OTHERS 2" MIN I 4-1EDGEC;S-rA.NCE ' VERTICAL CROSS SECTION WET , TALSrRUCTUAElNSrALLATiO,,i VOTES: 1, 11"ITEPdOR AND EXTERIOR FIAVSfiES BY OTHERS, NOT SHOWNFOR CLIARiY, 2. PERIMETER AND JOY,TSEALAPlT BY OTHERS TO BE 0ES; GPJED IN ACCORDANCE WITH ASTME21,12 1 1/ 2' M; N' EDGE DTSTAN C 7-- 10 EMS OR SELF DRLUNG SCREws METk STRUCTURE BY OTHERS I A JADDE0 FLANGE AN:) FIN INSTALLATION 8 ' Reo'SED -nNSTAJ-LATDjqDgAIS 1- 115/21/17 R.L. JAMB INSTALLATION DETAIL IfE7AL STRUCTURE iNSTALLATON SIGNED: o612 v2o 17 Ml WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD RENFORCEO WITHOUT ADAPTER 96- x 96" FLANGE INSTALLATION DETAILS TA 0, : op" m 0-1 V, c Fl NTS10 , 8 10) I ROSCHTO LOMAS PE. X? woDFORD RD LENISV'LCE' No z70--j Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASCONRY 8Y OTHERS OP7tONAL ix BUCK T 0 P, E PROPERLY SECuRED SEE 1 Q7E 3 SHEET I 3/16" FAP--CN mAsamRy/ CO3UCRETr BY 0f,4zRS 1 1/2-' MIN m'p, SEPARATION EDGE C,STANCE 1 1/4' MIN. 1/A- SHm SPACE 3/ 16' -APCON fxL- TE,q'OR L l"JINTERIOR VERTICAL CROSS SECTION C311CPETEIMISONRYVIVALLAA 101,f SILL 70 BE S,--7 iN A BEG OF APP, ROVEC SEAL-,NT T 1/ 4' "A'N. EMBEDMENT M N EDGE DISITAN,'E A i ADDED FLANGE AAD Ford—"TALLATICII REMSEC - NSTALLAT:IDN OFTA',LS 1 1/4' MN. EMBEDMENT I — MAX. S, IM SPACE IINE INTERIOR OiSTANcz I' qu 1 # 1 3- SEPARATION IL- 6" TAPCON EXTEf3I0R C 0 N C R ET m, AS 0 R y Ry TIONDETAIL BY 07HERSJAMBINSTALLATIONOPTiONALIX SUCK TO BE PROPERL:f SECURED SEE NOTE 3 SHEE-i i NOTES; I INTERiOR AND EXTERIOR 8, 0 rEPS, NOT Si- IOIIIW FOR -LARIT,, 2. PERMIEI- ER AND JOINT SEALANTOY OTtIE,?s 10 BE DESIGNED PV ACCORDANCE VWTH ASTM E2112 SIGNED: 06121120 7 7 MI 650 WINDOWS ANDKET DOORSET LLC \%" P, A, WESTMARSTREIIIGRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER ="9' St 96'* x 96" FLANGE INSTAL.1- ATI1014 DETAILS V,L, 018- 02249 C C '/;//0'0fiM- Ss NTS 'u'll 10/30/13 9 9 OF 10 32ANX"OACI?DRDLE'. SV;'LLE,,'Z,-1023 Luis R. Lomcs P,E, FL No.: 62514 WOOD FR4,1,1!N'G BY OTHERS 1 1/4" MIN. E_M9EDM_ENT APPROVED SEALA N ' BEHIND Fi'N 8 vV000 SCREW A'PROVED BE F!,N 8 w000 7/16" I),iN EDGE DISTANCE I/4- MAX SHIM SPACE INTERIOR l[ijf EXTERIOR L--j 1 1- 7/16- WN EDGE DISTANCE JAMB INSTALLATION DETAIL WQOD FRAMING OR 2X BUCK INSTALLATION 1/2" tAi,N 1 1/4" MIN, EDGE EMBEDIMENT WOOD jjj FRAMING By OT,;ERS INTERIOR TRIM — p EXTERIO INTERIOR _() H VERTICAL CROSS SECTION WOOD FRAMING OR2X BUCK INSTALLATION FOR SU INS TALLA TJ'ON SEE SHEETS 4,9 A I ADDED FLANGE AND FIN INS"ALLA710N F77RCrIS£ WSTALL,Al ON _9;_7AJv S F.L. R-SED ',-TAUATON DETAILS C6/21/17 EDGE. DIST. RIB J 1/4- MO, NR TERf0 'E " SCOVENT MASONRY/ CONCRE7E __1 SY OTHERS BUCK BY OTHERS, HOOK STRIP IX BUG,, TO BE PROP--_ R_Y SECURED 3/ 1 I./ ii "_ 0 11 EXTERIO AINEL IN--ERLOCK HOOKSTRIP INSTALLATION MASONPY,' CONCR_=-,E NIE7AL STRUCT,,,97 LEDGE DISTANCE By OTHERS TRIM INTERIOR 1/4 MAX. 1 1 3/8- SHIM SPACE EMBEOMENT i HOOK STRIP HOOK STRIP 10 S--I F DRILLING SCREIW WOO!) KPANE_ k-REWEXTERIORINTERLOCKEXTERIORPkN-- L PJERLGCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION METAL STRUCTURE SIG 'NED: 0612712017 2X SUCK/W000 FRAVING — NOTES: 7. TERYOR AND EXTERIOR FjfA BIRES 8 y OTHERS, NOT SHOWN FOR CLAR,Ty. 2 PERIMETER AI JOINT SEALANT By OTHERS TO BE DESIGNED )NACCORDANCE WITH AST A,'E2172 Ml WINDOWS AND DOORS LLC 650 WEST STREET GRATZ,MPAARKET SERIES 420 SOD REINFORCED 'WITHOUT ADAPTER 96- x 96' z NAILFJN & HOOK IMSTALLATION DETAILS 5a' E NTS oiE 10/.30/13 s""T 10 OF 10 L. ROSER TO L I P. E FORD RO LE "ISVIL LE, NC 21 LuIs R. Lomas P,E FL No.: 62514 A AD1011-0 DATA 11`1`1-1-D C RARI-S Rl- 3 REVSED PER NC:,' TES-INC1 1,5/-, 3 F" NOES. CACIDED FANGE 2/06/13 R, L THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED COMPLY 'WITH REQUIREMENTS OF THE FLORIDA Sj LDiNC CODE, D RE,/ISEr NS7,NLATION DETAILS R- 2. WOOD FRAMiNG AND MASONRY OPENING TO BE DESIGNED AND ANCHOREO TO PROPERLY S R--V,5E0 INSTALLATtCN DEALS 16/22/17 R. ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE F THE ARCHITECT) ECT OR ENGINEER OF RECCP: RESPONS:B;LITY OF 3, IX BOCK OVER MASONRY/CONCRETE S OPTIONAL. WHERE 'X SUCK IS NOT USED DISSJMIAR MATERIALS IAJST1 BE SEPARATED WITH APPROVED COk-iNG OR MEIIaRkNE. COATINO OR MEMISRAN-7 IS THE RECPONS!3I-'lTy OF THE ARCHITECT OR OFEN' G:NEER OF RECORD, 4. Ai USED IN T- CESO T. --OWA9LESTRESSINCREASEOF '/Z WAS NOT - N 0;7 HE PRODUCT SHOWN HEREIN, WIND ;.GAD DjRAT;ON FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATiONS, 5, FRAVIE MATERIAL: EXTRJDEC, ALUMINUM 6063--5. F_ UNITS MUST BE GLAZEC PER ASTfJ E-1300-04/09 WITH S.AFFTY GO -ASS. 7. APPRCO%/ED WAC7 PROTECTIVE- SYSTEM -a FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8, AS REQUIRED AT EACH INSTALLATION ANCHOR ',ViTi LOAD BEARAG SH,M.. SH M ',WHERE SPACE OF 1/16" OR GREATER OCCURS. VAkmuW, ALL04NA3'---- SH,m STACK TO BE 1/4-. 9. DOOR ASSEMBLES iNSTALLEP ?,'HERE OVERHANC RATIO IS E-OLAL OR G'REA7ER TH-N 1,0 DO NOT REQUIRE ",'+'ATEER INFILTRATIO,'4 RES,STANCE. OVERHANG RATIO = OVERHANG LM,71-1/OVERHANG HFICHT ID, FOR ANCHOR;NG :NTO 'WOOD FRAMiNG OR 2X BUCK JSE #10 'WOOD S,-RE',,,'S VV17H, SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MNIMUM EMSED MENT !NTO SUBS-,RA7E. LOCATE ANCHORS AS SHOWN !N ELEVATIONS AND INSTALLATION DETAILS, I. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" -APCONS WITH SUFFI=NT ILENGTH, TO ACRIEVE A 1 1/4- M,NIM.UM EMBEDMENT INTO SUBSTRATE lw:l,.-i 7- MOVVIUM EDGE DISTANCE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLAT:ON DETAILS. 12, FOR ANCHOR;NG INTO METAL STRUCTURE USE #10 SYS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS ViNLMUM BEYOND STRUCTURE flNTERIOR 'WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND I.NSTA_ATION 0---TAILS. 1 ALL. FASTENERS TO BE CORROSiON RESIST41T. 14, iNSTALLATiON ANCHORS SHALL BE: IN57ALLED jN ACCORDANCE 'NITH ANCHOR MANUFACTURER' S ih4STALLATION JiNSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES 1,1,'JH 'STRENGTHS LESS 7HAN THE M,NIMUM S-RENG-h SPE,-'f7EID BELOW; A. WOOD - MINWLim SP-t-ClF,C CRAV17Y OF G=0.42 8. CONCRETE MiN1,4UM, COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY STRENGTH CONFORMANCE 70 AS7M C-90, GRADE N, TYPE I ;OR GRF'ATER) SIGNED: 0&2212017 D. METAL STRUCTURE: STEP'L 18,'A, 33KS' OF ,ALUMINUM6063-T5 048- T'-rCK MINmM,44'1, 15, APPROVED CONFICURAT.ONS: XX MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET N GRATZ, PA 17030 0 E SERIES 430 SGD 61 143" x 80" P40N REINFORCED 7•- NOTES TABLE OF CONTENTS F- 7' R'n' 08- 00502 NOTESI; e ICE NTSDT' 02/23/09 s T i OF 2 ESON ROBER TO LL:VAS P E Luis R, Lomcs P.E. 9 NSTAL::IO4 DETAI-S j32 V1000FOR0 PO LEM-5VIUE, NC27028 11 111S`W-4-ll FL No.: 62514 143" MAX FRAME WIDTH 12" ANCHORS FIER LOCATiON Si-CHART #3 FOR NUMBER 0;7 LOCATIONS M,,"X REQUIRED 17,,MAX 6" MAX 7" MAX MAX FRAIME SERIES 430 XJX SGD EXTER0R V,EN DESIGN PRESSURE RATING IMPACT RATING 40,0PSF NONE SEE CNiARTSVt AND,* FOR OTHER UNITSRAT,'NGS NOTES, 1, MAXIMUM PANE! SIZE: 46 112'x 79' 2, MAXiMUM D. -1 0,: 44 a'4'x 74 9,8' HARDWARE SCHEDULE jll'F-AT WUN7ED HANDLE SET l99-04-145) AT 36 3A- FROM PANEL BC 1(1)METALL 1C TANDEM ROLLERS (99-17-195) AT EACH, END OF' PANEL 30TTaV RALS REV DESCRIPTIO, ATE APPP.,'lEo A JADDED CHARTS 8 REVISED PER '4F'w P1, C ADDED FLANCE N5TALLITONS 12/06/13 R.L C, E I R-Pl%SED INSTAILLAT.ON DETAILS REVISED !NSTAU-ATION DETAJI-S 0,5/G5,/15 i 06/22/17 RJ 1,R.L, CHART01 WHERE V,ATER,'NF,f TRADONRESISTANCE IS PECUIREL, SEE NOTE 9 SHEET I Design pressure chart (per Frame Sr,gle Panel and Total hra,7x,, vildo,; (in} 477 90. 00 I 108.00 126.00 14100 Pars 1 Fos1091p _N09- -70-s--T —Neg I pos-1 Nwi 7 - -- b-1 43 400 S004001549 , T 1,0 1 48,0 C. CHAR T;v2 WHERE WATER INFIL TRA TION RESISTANCE !SNQ T REOU"RED SEE NOTE 9 SHEET 7 Design pressure Chan (psJ) Frame Single Panel and Total Fran-e,McRh On) HIeig?-' t 36. 0 42.0 47 7 in. 90, 00 1 103,00 126.00 1 143.00 2:- LNeg Pos tj&g Res Neg Pos —Nog 80.0 54.9 L54.9_J48,0_j 48.0 43,2 43.7_L22,0 40.0j CHAPTA13 Number of anchor locations required Frame Single Panel and Total Frame Vidth (in) 30.0 36.0 42,0 477 T'n) 90.0 10E0 126,10 1410 0 "0H&SJambH&S Jamb I H&S Jamb b b - T---ti -- T —5 9 5 , =0,O657155M1WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ , PA 17030 SERIES 430 SOD 143" x 80" NON REINFORCED ELEVATION 11 F. A. 08-00502 E T—'-Z' 7 2 OF 9 sc" NTS02/23/09 L 1432 VV000c017, 0 RD LC411SVIUE, rZ 27=, 434-oas- oc,-j C- SIGNED: 0612212017 w 6 C 51 P.. 17A8 OF NAL Luis R. Lomas R.Z, FL No.: 62514 INQ1301 FRAMUNG OR 2X BUCK BY OTHERS 1C WOOD SCREW 1 .0 vv oo D SCREW WOOL FRAVING OR 2X SUCK By OTHERS NOTES, 1. !NTEPIORAND EXTEPIORFWISHES, BY 071-tERS. NOTSHOWN FOR CI AR)TY, 2 PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITH ASTM E21 J2 VERTICAL CROSS SECTION WCGD FPA?,'JNG OR 2X SUCK WS TA LLA TION 1' —" CE 1 3/8' NIIN. EMBEDMENT 1/ 2- MIN. EDGE DiSTAINCF SE7, N APPROVED 10 wOOD MAIN. SCREW VENT WOOD FR' ,,wNG OR 2X SUCK BY OTHERS 1/ 4' MAX, S+ M SPACE EXTERIOR ADDED CHARTS ADDED RAND N'-TALLATG'45 REVISED IN 17ALIAIQN DETAILS REVISED i?lSTN-LAT;JN DElAJILS JAMB INSTALLATION DETAIL WOOD FPAM,,VG 011 2X BUCK bVSTALLATION Ml WINDOWS AND DOORS L11C 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS 0 7 jFA 08-00502 5CAU NTS": 0 2/23/09 2 OF, S L. 1432 wOCOPORO PO LEWtSWUE. NC zlloz? 14- 6N06o9 03% OBfl 2 RL c/ I - 5/13 R I.. 2/ 06/ i P, 08/ o5p 5 R. 06/ 22/17 RL SIGNED: 0612212017 P i. uis R. Lomas P.E FL N.,: 62514 1/2' MIN EDGE D:STANyI METAL STRUCTURE BY OTHERS 10 Sms OR SELF ORILLINC SCRCvl V ETA- SfRJCT RE BY OTHERS NOTES: NOT BROWN FOR CLARt-,Y. 2, TO BE DESIGNED fNACCORDANCE VITHASTPXEZ!12 1 2" M,N EDGE DISTANCE VERTICAL CROSS SECTION VETAL STRUCTUPEbVS77ALLATION 1/4" MAX. SHIM SPACE S OR L TO BE Hi N AECED 0 APPROVED ANT DE +ATC A ADOEO CHAR!S 0 REVISED PER NEW TESTING R.L. C i ADDED FLANGE lItSTALLATONS , D REVSZD INSIALIATON DETA,'- EASEDERE INSTALLAT;ON Dl-TAi--, 06/22/171/4 MAX, "/2_ p- SHIM SPACE 1/2" MINA EDGE DISTANCE INTERIOR J, E I o Saris OR Q l SELF GRiLLIN, SCREWS' M- AL STRJCFjRE BY OTHERS EXTER,10R JAMB INSTALLATION DETAIL STRUCTURE MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ PA 17030 SERIES 430 SGD 143" x 80- NON REINFORCED FRAME INSTALLATION DETAILS jF.A 08-00502 E NTS OF 902/23/09 4 OF 9 L H,iiSERTO 4 CkMAS P,E 1 VlooDPOAD -d SIGNED: 061'2212017 4 6 m AT yln - O. T R Luis R. Lomfls P.7 FL No,: 62514 CONCRETE/ MASONRY BY OTHERS QPT'OINXL x aucK TO B' PROPERLY SEcu SEE 1,04- 3 SHEET , 3/-6' TAPCQN MASONRY/ CONCRETE BY OTHER 1 1/2" 0,14i - M I r" E310E MST.N,-E SEPARATiON 7 A, 1/ 4' MIN. E,,,A 3 E D m ENT j 6"' T'. 0 ON EXTERIOR INTERIOR 1 1/4" WN, EMBEDMENT 1 /4' VAX, SHIM SPACE EDGE DISTANCE SEPARA7* N I 3/16' 7APCON EXTERIOR Si -0 BE SE7 IN A'ED OF APPROVED SEALANT CONCRETE/MASSONRY I BY OT',,I---RS WN, CmSEDv.,-E NT 2 7/8" M;N SEPARATION -,Gt. D,' IAN-E VERTICAL CROSS SECTION CONCRETIE?A'ASONRY INSTALLADON A A1J:IEO CWR".S 01/01/12 1'1 RVLiSP-0 PER NEW TESTINGR,L c— ADDED FLAN' D RiV.SED INSTALLAT4Ot,' DEETAP-S R-IviSED INSTALLAT$ 014 D 7AJLS O6/22/17 R.L. INTERIOR jlA)48 INSTALLATIOIN DETAIL OPTIONAL IX SUCK CONGRE TEIMASONR Y !NSTAL LA TKON' 0 67 PROP7R4: Y SECL,E- SEE NOTE 3 SHEET, I NOTES: 1. INTERIOR AND EXTERtOR P`Y,,SHES, BY0,HERS, NOT SHOWN FOR CLARITY' 2 PERIMETER AND JOINT SEALANT BY OTHERS TO SE DESIGNED IN ACCORDANCE AViTH AST E21 , 12 SIGNED: 061222017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 EN' SERIES 430 $GO 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS E, OF ZOROD"' E i. " AL L PO-R- U0 LOMASP i, i 132 WOI OFOPD Rr L E WIS "L L E, z7a23 Luis R. Lomas p'- 431-6at 0609 — FL No,: 62514 2" MIN, ZDG,-- DISTANCE NCvD 3/S' WN FRAMING OR 2X 'BUCK BY 0-1-FRS MAX. SPACE p'O wooc SCREW EXTEROR INTERIOR 10 w DO 0 S C F, EY" VOOD FRAY,.NG OR 2X BUCK BY 1-1ItERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: Y, INTER"Op AND EX'TEpi0RFfpws"lEs, ayarIERS, NOT SHOWN FOR CLARITY, 2. PERMETER AND JOJNTSEALANT BY OTMEPS TO BE DESIGNED WACCORDANCE W17HASTM E2112 SET ;N APPROVED M N. 12NT REV DAME ?PR rD A ADDED C,sARTS 03/Q6f3Z R.E. 8 REM= F,cfl' NEW TEOING R,L-. C 1 ADOC3 FLANINCTALLATn,;S 12/05/ i 3 D REVISED INSTA-LATIDN O—ETIJLS 15 R L, E EASED PS7"-: 1 --/8- XN- 1/4' MAX, REllN7.:l:::l,:l Al—A, r OETA-LS Q8/22/' FMSEQMENT 1 SHIM, SPACE I r-F— 1/ 2' 1 INTEPIOR ED',--- DZTANCE I 10 WOOD SCREW E EXTTPIORWOOD FRAIIIIINO OR 2x SUCK JAP,18 INS 7ALLA TION DETAIL BY OTHERS WOOD FRAMIAiG OR 2X SUCK INSTAUATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ PA 17030 SERIES 430 SOD 143- x 50" NON REINFORCED FLANGE INSTALLATION DETAILS F. A. 08-00502 E Sc" u NTS ^ 02/23/09 snu,6 OF 9 L 1432 WOODFOPO 10 ' C W, S VIL L IC 2,70 2J145S90009 11—j(,,l—,,Pv SIGNED: 0612212017 E N A%. Luis R. Loma-, P.E. FL NO,: 62514 P. ET AL STPUCTURE 9Y OTHERS 10 sms SELF DRIU scl METAL STRIJ',T'J,'R;' FOTHERS 1 / 2"MIN.N, EDGZ. Dj STANCE 2" WN, EDGE DISTANCE VERTICAL CROSS SECTION METAL STPUCTUREINSTALLATION N07ES: 1 . INTERIOR AND EXTERIOR FINVSHES, BY OTHERS, NorSHOWN FOR CLARITY 21 PERIMETER A140 JOINT SEALANT BY OTHERS To BE EsiGIQ INIACCORCANCE WITHAS7M E2712 p '/ 4- MAX SH01), SPACE 10 Sms OR SEUF DP!LLINC SCREVd TO BE SET N 3-_ 0 0'7 APPROVED kLkNT A 1 ADE)E_D CHARTS R__ 8 RE-V9SE0 PER DPW TESTIt,0 15/1 ft.L C ADDED FLANGE INSTALLATQNS R.L. 12/0)6/13 DPDVISIF- D INSITALLAT'ON DETAU 1/4' MAX. L t' SHIMSPACE 1/2' EDGE F INTERIOR D!STA NCE T_ LJ UZ SELF DRDIREWSIA METAL STRUCTURE ALI 3' OTHERS EXTERIOR L_+ I JAP BINSTALLATIONDETAIL METALSTRUZTUPE INSTALLATON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ , ?A 17030 SERIES 430 SGD 143" x 80" NON REINFORCED FLANGE INSTALLATION DETAILS CIRN.1; F.A, E T-oF 9 NTS 02/23/og -7-7 L RO& zRTOLOMASPE 7432 W0000., RD RD LEWISVIU_, NC 27023 SIGNED: 06,221200 7 7 Ac N A' I " Wo Qis R. Lornas P.E. FL No.: 62514 1/2" V,N. CONCRETE/ SEPARATION EDG--- D STANCIE MASONRY 91 07t-ERS i 1/4' WIN, /A- VAX. 4 l/A "'N' ElABEDIVENT SHIM SPACEA F MBEEDMENT OFIT,ONAL x BUCK m 114. ECOE PROPRDIS.AN-- fE" ro 1/4- MAX, SEE NOTE 3 —4—) SHY, SPACE i SHEET 1 3/16- TAPCON I'Al IN SEPARATION IN TERIOR N TERIOR3/16- TAPCON RE, DATE I AP 0,U ADDED CHARTS 03/06/12 1 R- 8 0 PER INIl TEST NG 10/15/13 FI ADDED FLANGE UNSTALLATiCNS I 12/06P3 R.L. Z' REVSED INSTALLATION DLTAI-S E I REVISED WSTAaATiON DETAILS 06/22/ 1 7 R,L S!LL TO BE SET 1,N eEXTEPIOR L7 APPROVED If SEALANT JAMB INSTALLATION DETAIL t. A BEG0 p, pi 1 1 q! CONCRETE/MASONRY OPTIONAL ",X BUCK mAScN,-<Y/ BY OTHERS H RRODERY SECURED BY OTHERS CONCRETE SEE 3 SHEET NOTES: EM SEDMENT 7. ? NTERiOP AND EXTERIOR FINISHES, BY OTHERS. NOT SliO WIN FOR CLARITY 2 PERM IETER AM) JOINT SEALAN r BY OTHERS TO BE DESIGNED iNACCOPDANCE WITH ASTM El ! 12 SIGNED: 0612212017 2 7/$" Ml WINDOWS AND DOORS LLC SEPARATION ECCE DISTANCE 650 WEST MARKET STREET \\ , R. VERTICAL CROSS SECTION GRATZ, PA 17030 Eiv CONCPETIEWIASONRY iNST&LAT) ON SERIES 43S SOD 7: 143" x 80" NON REINFORCE[) FLANGE INSTALLATION DETAILS A, 4u I owc .0. RCI R 1 08-00502 SCALE NTS "'T-- 02/23/09 ,w,:C7 a OF 9 L. ROSERrO LOMAS PE Luis R. Lorn,: is P.E. FL No.: 62514 1 5/8- MIN, EDGE DIST. TRIM INTERIOR BY OTHERS HOCK STRIP ____ AY 1/4, 'v'I'N' EVISEZ>1ENT f X BUCK BY OTHERS, IX EJCK To BE. PROPERLY SECURED 3/16 EXTERIOR PANEL iNTER-OCK HOOK STRIP INSTALLATION 7-7- 4 ADDED Cr S 8 REVISF0 PER ,E'w 7EST,vc ADDED CE 4NSTALL3,TfONS 12/06/1R.I..R.I 0 1?EOSED ;N5TA-AT,0N DETA-LS R.L. SEROISEDiNTA, T.N META- STRUCTURE 1/2" m!,N. i-y C-Hzps EDGE DISTANCE T INTERIOR l :_7r —74 _ HOCK STRzp 10 SELF DRILLING Ml PANEL 1/2- MIN, EXTERIOR f INTER-OCK EDGE DISTANCE NOOK STRIP INSTALLATION METAL STRUCTURE INTEPlop 7RI'M 0 1 *;'_ 3/8' MIN. HOOK STRIP ickw EXTERIOR PANEL iNTERUJGK H00K STRIP INSTALLATION 2X BUCKIWOOD FRAMING 1, INTERJOR A,n,D, EXTERIOR FaVlS,4ES, BY OTHERS, NOT SHOWN POP CLARITY. a PERIMETER AND JOINT SEALANT BY 0 TMERS To BE 0 ES 1 GN _E D IN ACCORDANCE V1i TfI A S TM E 2 7 7 2 Ml WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SOO 143'* x SO- NON REINFORCED HOOK INSTALLATION DETAILS j WY: FA. 08-00502 c NTS02/2,/09 OF 9C. Rt?8EH70 LOMaS P.E. SIGNED: 0612212017 E 11 5:1 4TAT5 oF Luis P. Lomos PA - FL No.: 52514 NOTES: I - THE PRODIjC- SHOWN HFPE,N IS DES' GNFD AND MANUFACTURED TO --OVFLY WITH RE-QuIREMENTS OF THE FLORt3LILDiNG Q'ODc, 2. WOOD FRAMING AND MASONIZY OPENII"I'D I'D BE DE-SONED AND ANCHORED TO PROPERLY TRANSFER A'-L LOADS TO sTRU"Ul- - , R- RA V"NG AAD MASONRY OPENING iS THE RESPONSIEiUTY OF THE ARCHITECT OR ENGINEER OF R,-COR,3, 3. 1 X BUCK OVER M AS 0 NR Y /,' ONCPt7E IS OPTIONAL. 'WHERE IX SUCK IS NOT USED DISSIMILAR VATERdALS MUST BE SEFWRA7E3 IMTH APPROVED COATNG OR IAEMBRANE. SELECTION OF COATING OR MEMISRAN--- IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.. 4. ALLOY,ABLE STRESS INCREASE OF -./3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. 'WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR 'WOOD ANCHOR Ck- CULATiONS, 5, FRAME MATERIAL: EXTRUDED ALUMINUM 6053-T5. 6. JMTS -UST BE DAZED PER A57M E1300-04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PPOTECTPVE SYSTEM 15 IR-- FOR THIS t, w-EE' i PRODUCT ,14D Bop NE DESR,S REGIONS. 8. SHVl AS REQUIRED AT EACH INSTALLATION ANCHOR WITH I -CAD REARING SHIM. SHIM 'WHERE SPACE OF 1/16*' OR GREATER OCCJRS, MAXIMUM ALLOWAS - E STACK TO BE1/4-, 9, DOOR ASSEMBLIES iNS7ALLE3 'WHERE OVERHANG RATIO -S EQUAL OR GREATER THAN I.0 Do NOTREQUIREWATERJNFI,-TRATION PE&STAN,,E- OVERHANG RATIO = OVERHANG LZNG-H/OVz-RHANGHEIGHT, 10. FOR ANCHORIN, INTO WOOD FRAMING OR 2X BUCK LEE #'10 WOOD SCREE Y"'S WITH SllFF; CIEN7 LENGTH TO ACHIeVE A I ' 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE- LOCATE ANCHORS AS SHOWN IN ELEVATION'S AND INSTA-ILAT*N DETA.LS. 11, FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH O ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE: W17H I" MINIMUM EDGE DIS-, A-"CE LOCATE ANCHORS AS SHOWN IN ELEVA7GNS AND INSTALLATION OETAILS. 12, FOR AJNCHORitlG INTO META; STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS r.H SUFFICIENT LENGTH TO ACHIEI,3 7HRE:A3S`wi- MIN: vUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELOVATIONS AND INSTALL TON ("'E-TAIL& 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. ASTALLATIJON ANCHORS SHALL BE INSTALLED iN ACCORCANCE ',',TH ANCHOR MANL; FACTJRER*S ;NSTALLA7ICN INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE ININwUm STRENGTH SPECIFIED BKOw: A. ' W'000 - MINWLM SPECIFIC GRNATY OF. G=0.42 B. CONCRETE V,?NIYJIA COMPRESSIVE STRENGTH OF 3,192 PS; MASONRY STRENGTH CONFORMANCE t ABTAC-90, r_RAD-1 C. N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 3,KSI OR ALUMjNUM 6063-T5 .048' THICK MINIMUM TABLE OF CONTENTS SHEET N0. DES PTION F.A. NOTES NTS 3 - 9 1 INSTAL.LA-110N DETAI-S aerSCns EA WDOEC) CHARTS RIDASEC PER NEW -ESTN^' 10/15/13 R.L. c A-71DE0 F!ANOE INSTA-LA-13NS 3 06TI2/-, 7 w SIGNED.' o612212017 MI WINDOWS AND DOORS LLB U ' "V"' " ""D 650 WEST MARKET STREET LR. IL A GRATZ, PA 170,30 1 '1, SERIES 430/440 xjx $Go 143" x 96" REINFORCED NOTES jj 08- 0D503E 0 P, "E,'- I! 1 OFS14321v000FORD RD 4EN!S,,6 NC 270, Luis R. Lomas P.E. A4-684I— 009 FL No,: 62514 143' MAX FRAmE wiOTH 2) ANCHORS PER LOCATION SEE CHART #3 oR NULKR OF LOCATIONS 17- 6- MAX 6- MAX OC_ 6" MAX T- 17' MAX O.C. 96- 1 MAX FRAv,E HE Gri-, 6' MAX 4JU/44t,/ AIA, ':IUU jTE-R—ZP TIE-w— DESIGN PRESSURE RATIPJG IMPACT RA ThNG 40.OPSF NoroE SEE CHAP7,- 01 ANDV2 FOR OTHER UtIlTS RATltjGS NOTES; i MAXIML1,14 PANEL SIZE: 46 7/- x 9S- HARIOIWARES5CHIEDIUILEE 7) INTERLOCK ADAPTOR AT INTERIOR FACE OF —OPERABLE PANEL INTERLOCK RTV AT7 A ADDED CHARTS C3/06/12 j R.L. 8 --SED PER NEW TEENc 35/ -1 C ADD,-o flANCE: !NS7AU-A7K),%S 0 REVISE) INSTALL4=1N 1).-TkLS CHAR'#1 REISED IP,SIALLATIICN 0EA1LS 06/22/17 R.L. WHERE WATER INFILTRATION PES!STANCEIS REQUIRED SEE NOTE 9 SHEET ,, Z)esign Pressure chart (psfi) vo Panvi arcs Total F,—vldm I,,) 30.0 36.0 4ZO 47,7 1 108,60 1 126,00 743,04 P. 9IIeo P-S K-g P.' Ng P.s I Ng 44 10.O 57.9 8S.0 400 9zo 110,0 59,15 1 4u.0 1 461 4C,0 42,3 44.0 490 566 40,0 48.0 40,0 437 4CC 4C0 CHART02 SEE NOTE 9 SHEET, I Design pressure Chart (Psf FlArm, 5Pr 4 all 01 l Fl.— m,=, I') 1-.kp4 3D.0 3£0 420 47,7 I'll - as90.00 108,410 143,00 NapPo' N-9 P- )V-9 Pol N-9 P- Neg I50,C) 00 57 57,0 520 1 52, '0 4,3,0 4Z 0 988,0 2 1060.0 SI) 0 54,6 .6 4?,,S 44S 45,0 454 0 369.6 59,6 51 7 51,7 46.1 461 42,3 42,3461421 9T5,0 56,b 1 56,6 490 491 43.7 1 01 Number of anchor tooaii ens requl rsd Fram, F.Ve Alno, .,d Tval Ra— (r,) 10,0 36,0 1 42.0 i 47,7 90,0 los'o 126 0 143,0 jZ ..b H4S Jamb H .-b H&S I J.mb 34,0 6 6 7 6 8 C, 9 38.0 7 6 7 6 920 7 96.0 SIGNED. 06122120 17 Ml WINDOWS AND DOORS LUC 650 WEST MARKET STREET ORATZ. PA 170.30 SERIES 430/440 XJX SGD 143- x 96" REINFORCED ELEVATIONS OF t u Z 4Q-- F.A. ji 05-00503 E 02/23/09 2NTS 'OF t. HOSER TO LOMAS P, E FORD po 1-1 VW; ViLLE, 11c 2 Luis R. Lomcs P.E. FL No,: 62514 W000 OR 2X BUCK BY OTHERS SCREW OOD FRAV.!NG OR 2X BUCK By OTHERS EXTERIOR 2" INIX EDGE DISTANCE MAX SHIM SPACE INTERIOR SCRw E SET IN APPROVEDRPRVPO WOOD FRAMING OR 2X BUCX BY OTHERS MiN, N VERTICAL CROSS SECTION W000 FRAIIIN,' OR 2'< SUCK INSTALLATION NOTES: 1. WTERiOR AND EXTERIOR FINUSPES, By 0-.NjEpS, VD7SHOWN FOR ClARtTY, 2 PEAMMETER AND JOW T SEALANT BY OTHERS 70 BE DESIGNED IN ACCORDANCE WJTH AS7M all 12 1 3/8- MIN' EMBEDMENTT 1/2" MIN, EDGE DISTANCE A ADDED CfIAR-S 8 PEASED PER NOY TEEFFv4 C _A3,ED FLANGE :,YS',kLLAT;ONSC0" 7rSTALLATIONR'_"' 0 REVI CII NIA ITIOI ,ILISAILS R.L. MAX. SHW SPACE ar INTERIOR EXTERIOR I JAMB INSTALLATION DETAIL V,'C4DFRA,l l,;NGOPR2XBUCxl,"'STALLATM0,'V MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SOD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS 08-00503 Sc"E NTS GATE 02/23/09 3 OF 9 L. R0SZR ',0 L OkuS P, E 143L Ro LcvfS1va1E' Nc 21 —13 SIGNED: 06,2212017 E N, a OF 4 AL. 01 Luis R. Lomas Fl,E- FL No.: 62514 MEAL STRUCTURE BY O-HCRS 1/2- MIN, EDGE DISTANCE 1/4' MAX. SKM SPA,','- 11 #10 sms OR SELF DR LUNG SCREW EXTERIOR i i l t I 1 i 1 INTERIOR TO K SET, !N ED OF APPRJVEO LAN, 61-, Em's OR SEL,F DRILLING SCREIIN P Es AL STRUCTURE eY 07I-,ERS i/2" V,,N. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE 1NSTALL4RON Pv,, , Es 1, MfERt0,q AND EXTERiOR FUVISHES, BYOTHERS, NOT SHOVINROP CLARITY, 2, PER;m-cTzR sEALA.,v r BY orHEps To BE DESfG, NED)N ACCOPOANCE WITH AST,'/ E2! 12 1/ 4" MAX SKIM. SPACE 1/ 2' WN, EDGE DISTANCE INTERIOR 10 Ems OR SE,- F CfRjLI-;NG SCREWS METAL STRUCTURE By CTNERS EXTERIOR A AXIIED CHAR-S 1 8 1 RE-,lSSD PER NEV TES-ING R.L. ACDEZ) RANGE P.S-A:,,A710NS R.L. 0 RE10SED INSTALLATION DETAH-S E R&ISEO AS7A-lA7YN DE OILS JAMB INSTALLATION DETAIL ME TL STRUCTURE j%STALLA7 0! MI WINDOWS AND DOORS LI-C 650 WEST MARKET STREET GRATZ , IRA 17030 SERIES 430/440 XJX SOD 143- x 96' REINFORCEO FRAME INSTALLATION DETAILS DaA. N Yv F, A, 1 10 1c, 08- 00501 3 Ed , F9ScLcNTS1p- 02/23/09 17"7- 4OF' 7432 WOODFORD RD !FY1,SY;,LL, PVC 27, 21 SIGNED: 0612212017 s R, z 04w', 15 OF 0 0 N A- Lals R. Lomas F.E. FL No.: 62514 CONCRETE/ ASONI )NRY BYO7HERS OP1:0,%A- x BUCK TO BE PROPCRLY SECt'RF", SEE NOTE SHEET 3/16' - APCON MASONRY/ CONCRETE v OTHERS 1 1/2' MIN. SEPARATION WN. EDCE [);STANCE 1 1/4- MIN. M BE D V, EN T 77 Pl— il 91! i;,V SPACE- Ir T EXTERIOR I '' 11 11 INTERIOA q 41 1 1/4- MIN. IN 1/4- MAX. SHIV SPACE DISTANCE INTERIOR PARA70N 3/16- TAPCON 1 1 I SILL TO BE SET IN EXTERIOR A BED Oc A' PROVED CONCRETE/IJASONRY BY OTHERS I' MIN. FIDGE D{STANCESEPARATION VERTICAL CROSS SECTION C7, t-46 -R-E FZ 7-4AS ON P Y hN STA L L AT/ ON A AuOED CHJR7S 2 R.L. 6 JR&4S'0 PER 1,01 TISTNl- I C/1 5/13 R.L C ADDED FLANICE S14STAU-AT,0,,43 12/06/13 D <- VIDEO INSTALLATION D'---TAhL LATICN Dt- I AJLI- CPCISCDJ;,TAL'-'15 / 2 17 1 R ps 2/ 1 JAMB INSTALLATION DETAIL I OPT:ONA, I X BUCK LATOON TO BE PROPERLY SECURED SEE N67E 3 SHEET 1 1, P,70310R AND EXTERIOR FiNfSHES, By OTtIERS, NOT SHOVIN FOR CLARITY'. 2. PERIMETEPAINC) JOINT SEAt-ANTEY OTHERS To BE DESIGNED W A CC OR OA NOE Wi T,iA S TAf E21 12 M! WINDOWS AND DOORS PLC 650 WEST MARKET STREET GRAT7. PA 17030 SERj! S 430/440 XJX SGO 143 x 96 . REINFORCED FRAME INSTALLATION' DETAILS DRwN: oc " I F.A. 03-00503 sc z NTS J." 02/23/09 s"`'7 5 OF 9 R08EzRTOLOMASP,E 143Z W> 00E-Q?D RD LEVWSVtLF, NC 27623 SIGNED: 0612212017 Luis R. Lorna: P.E. FL Na.: 62514 1/2" M;N, DATE APPROIE) EDGE DISTANCE 5 POASEC PER NEW ADO-2-0, FUN(,E JNSTALLATIONS !R,- EVBEDMENT 2' RV!SrO INSTALLAT;O'l DET,U'S P RS- OTHE RS V,; ED LATION C. t JNSTA- rEO LS c, 2z 17 R.L. 13/8 WN, 1/4' MAX, SHAI, SPACE 1/4' 7T, MAX. i SPACE INTERIOR S , L 10VVCGC, EDGE "'CE ll, T-'- ATO" D-T"'-S SCucr. EXTERIOR 1 INTERIOR 3T:—=-T7 -.a SCREW Jr 10 WOOD SCRF' o) SI-LTOBE S ZT I A 8FOAPPR VED SZA- it AN IVOOD FRAMING g, R EXTERIOR SJCK WOOD FPkWNG JAMB INSTALLATION DETAIL OR 2X 8JCK NOOD FFAMjN,Q OR 2X aOCX),VSTALLAT;0N B' OTHERS EMSEDVENT 1/2- MjN. EDGE DISTANCE VERTICAL CROSS SECTION V1000 FRAVhVG 43"? PX BOOK fNSTALLATiON f- INrER;OR AND EXTERIOR FWISHES, BY OTHERS, NOT SHONN FOR CLARITY, 2 FERWETER AND .' OiNT SEALANT BY OTHERS TO BE 0 Es /G- N E 0 AV A CCOPOANC E W1 TH A S TIV Ul ; 2 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ , PA 17030 SERIES 430/440 XIX SOO 143- x 96" REINFORCED FLANGE !NSTALLATiON DETAILS F.A, 08- 00503 SIGNED: 06122/2017 re T A 4) R, Luis' R, Lomios P.-- FL No,: 62514 METAL STRUCTURE BY 07HERS 1O SITS OR SE.F CRill-iNG SCREW M E TAi STRUCTURE SY 07HERS 1/2- WN I EDGE DIS ANCZ- 1/2' WIN. EDGE DISTANC— VERTICAL CROSS SECTION METAL S7,RUCTUPEiliSTALLA710,,4 NOTES I PVTERiOP AND EXTEPl0RcW,'5HES, BY 0-,,+ER5, FOR CLARITY. Z, FERIfOETERAND JOINT SEALANT BY 07HERS TO BE DESIGNED IN ACCORDANCE WITH AS7Al E2i 12 4' MAX, SHIM SPACE L TC BE SET N 870 0-- PROVED SEkANT 1/ 4- MAX, SH" M SPACE I / 2' WN. EDGE INTERIOR DISTANCE 10 Sms OR H] SELF DRILLIN'- SCREwS A i AOD'-D C,4ARIS W TU R--1 1:- Pll C ADO D 12/-6/13 R L. 1 L) REVISED lNS7A;-LATi0N OETI'LS I10E REVISED JISTALL;T'll t7aLS P.L STRJCTURE pr 11 BY OTHERS EXTERIOR JAM8 INSTALLATION DETAIL METAL STRUCTURE W.5 TALLATtO,',' Ml ' 811NDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96- REINFORCED FLANGE iNSTALLATION DETAILS 08- 00503 NTS LW RTO.MASP,E IVOOOFORDROLEMSVIL' , NC 2702: SIGNED: 061222017 x TAT OF ON Al, 0111w10 Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTi-ERS OPT,ONAL - x BUCK TO BE PROPERLY S-CiREC, SEPAJR,CJION EXTERIOR 3/16- TAPCON —\ MASONRY/ CONCRETE By OTHERS I" IA,4, EDGE DISTANCE EMDEDVENT L 1/4" MAX. SHIM SPACg 3/16' 7APCON INTERIOR 1 1/4" MIN, 1/4' MAX. SHIM SPACE T_ EXIE 0 STANCE SEPARATION n 3/16" TAPOON I S:LL TO BE S T IN A BED G= A?PROvED SEALANT CONCRETE/ MASONRY By OTHERS 4 1 1/4- MIN, 2 7/8- mIN, NTN, SEPAWNGN EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE'MASONR Y INSTALLATION OPTIONAL lX BUCK TO 6E-_ PROPERLY SECURED SEE NOTE 3 SHEET I W, E 70PPRO Fo A AGOE-D CHARTS 2 8 REV6CD PER Pa::w TESTIr'o 10/15/13 R,L, C ADDED PLANCE NSTAL,aNONS R,,, RE'VISED iNSTA-LA7r0N DE__LS 3b/05/15 R.L. E REVISED NIS-AuA,7,iON DEAa'LS 06/22/17 M JAMB INSTALLATION DETAIL OONCRETE' MIASONRY fNSTALAT:0N NOTES' 7. INTERIOR AA'D EXTERIOR FtNtSjES, BY OTHERS, NOT SHOWN FOR CLAR1Y, 2 PERIMETER AND JOINT SEALANT BY OTHERS TO SE' DESIGNED ,' A'ACCORDANCE VItTH ASTM E21 T2 SIGNED: 06122t201 i 7 Ml WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 E SERIES 430/440 XiX SGO 143- x 96" REINFORCED FLANGE INSTALLATION DETAILS AS OF 7F A E NA' NTS 02/23/09 s»£aT8 OF 0FEEL= 03 0LGpAA$ pe 1 a32 V_ 'FORD RD 'E-'4027' L FW,$41 23 Luis R, Lomas P.E. FL No,: 82514 5/5" IAN EDGE DIST. TRIM INTERIOR M"ASONRY/CONCRZTE BY OTHERS HOG< STRIP 1 1/4" MIN, EMBEDMENT allCK BY OTHERS, 1X P-JOK TO BE PROPERLY SECURED EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION AASONRYICONGRETE Jv1f,171=QInQ IR HOOK STRIP m,ETA,L STI RUCTJRE BY OTHERS RIV. INTERIOR HOOK STRIP — A ADDED CHARTS, kfl R:VJSEC PER '4FW. -ESTNG R,L- C ADDED Fl-kNOZ INSTALLATIONS R-L 11 RE43SED WSTALLATION DETAILS 7 R.L. V j REASED ;NSTALLAT,'ON DETAILS 06/22/17+" L 1/2' VIN, EDGE OISTANE 10 SELF DRILLING SCREW 1/2' MIN, PkNEL EDGE DISTANCE TEPICP W i'TER-OCK HOOK STRIA INSTALLATION METAL STRUCTURE 1 3/8- M!N, EM B E- OIA DN T 10 WOOD SCREN EXTERIOR PANEL NTER OCK HOOK STRIP INSTALLATION 2X SUCK"VVOOO FRAM)ING NOTES: 1. IN TERJOR AND EXTERIOR FINISHES, 8YOTHERS, NOT SHOVIN FOR CLARITY. Z PEROVETERAND jowrsEALANrayoTHERs To BE DESIGNED IN ACCORDANCE WITH ASTM E2 7 12 MI WINDOWS AND DOORS U-c 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGO 143" x 96" REINFORCED HOOK INSTALLATION DETAILS F.A. 08-00503 sae N7S 1— 02/23/09 1 SKE'9 OF 9 L. R(DaER TO -10.SPt '432 SIGNED: 0612212017 C Eli p TA, Luis R. Lomas P.E. FL No.: 62514 m Ve,k, , P-(I AppiicaUon Detai I FL # FL9174-1112 Appkcation Type Revision Code Version 2017 Application States Pending FBC Approval Comments Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850) 4 /5-61,97 Mark-,-Garori@Overheaci,:Joor,com Authorized Signature Mark Garcon Mark Garo[i@Ovei-lieadd,-oi-,cotri Technical Representative Mark Caron Address/Phase/Email 3395 Addison Do Pensacola, FL 32514 850) 074-9490 Mai-k_,_G:iron@Overh(,.add000eom Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Gordon -1 hornas the Evaluation Report, Florida License PE-46718 Quality Assurance Entity Intortok Testing Services NA, Inc, - QA Efifty Quality Assurance Contract, Expiration Date 12/31/2020 Validated By Jeffrey P. Arneson, RF. Validation Checklist - Hardcopy Received Certif'cate of lndsDeudcHCL' FL9174 R1,2 COI Gordon Tomas (-Of 20 _i,l1Dr Referenced Standard and Year (of' Standard) Year DASMA- 108 2012 DASMA- 115 20 i 2 Equ' vaicnice Of Product Standards Certified By Florida Licensed Professlona! Engineer or Architect LL9, 174 R! 1411,1207-W IR2j_-vaflu,3!!pn Rejjc_!t_- FL, 91 Sections from the Code Product Approval Method Data Subrn'ttecl Dates Validated Date Pending FBC Approval Summary of Products FL # Model, Nurnber or Marne 9174,1 5120 / 6100 i 9100 #0228 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ,. Yes Impact Resistant: Yes Design Pressure: +26,90/-30.80 Other: 9174.2 15120 / 6100 / 9100 # 0229 Method t Option D 0811 112017 0 1/02/ 2o 18 01/02112018 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. +15. 30/-11.00 Other: Doors with glazing ,;hall not be used in the wind- borne debris region unless, protected or unless structure is designed as partially enclosed or door is a replacement doer: 9174.3 1 51 20 / 6100 / 9100 110230 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: i- 25.90/-28,80 Other: 9174.4 j 5120 / 6100 / 91,00 #0231 Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure. +30. 00/-33,50 Other: Doors with glazing, Shall not, be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacernent door. 9174.5 15120 / 6100 / 9100, #0234 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: -1- 43,201/-49,60 Other: 9174,6 5120 / 6100 / 9100 #0235 EMMEM 9' Max width, 8'-9" Max height. Max section height 21". Glazing available in top or itLermediatc section. I-,-,, - -1-11- 1-- -------- --- Installation InstructionsD- 9-1L/ 4—I'Ll, -3DL4L) I-EEK -5,Qn, 12 jl LafwmtL-C: hart_ _01( 2 6 --'tion SLJ L2 "i nod Verified By: Gordon 'I hornas FLOR H)A Ph 46718 Created by Independent Third Party: Yes Evaluation Reports AE-, Q1 R?. _ _ R Created by Independent Third Party: Yes 16' Max width, 8'- 9" Max height. Max secction height 2 I ", Glazing available In top or intermediate section, Installation Instructions 1 2 ' 11 939- P9 S':df E119-1-74 I mh_t.. €arr<>c Lion Sur' L rwd f Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE 1ND2017- 00IR2 EvaIuation .1 t FI, 9 J,PDr Created by Independeqt Thii d Party: Yes 16' Max width. 8'- 9" Max height, Max section height 21". Glaring available in top or intermediate section, Installation Instructions F L_ 9174 t12 11_01D -3 8960-[`10-:>.,,ndff I'LuI74 212 11 3 7 4 P I -'Wk jji e r,r h rT, J )F L-011 74 RI?"" 12 1-2Z 4) 2 ' Ql I -,'r -n s-i -d f Verified By: Gordon Thomas P. E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports JR I 2A_ WD 0 [ 7_-O -1 --L[j t PC?! - Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height, Max section height 21". Solid only no glazing available. Installation Instructions F -7 Rj 2, 11_ 02 ij_ 3 1 899P6-j, 'T FL(j) 74_ R 12 111 3rJ!,-?'lj L qrt,_ FtR1,2S s 74- - jj -3?, ) J"f A- Conne Alon L Venfled By: Gordon Thomas P.E. FLORIDA Ph 46718 Created by Independent Third Party: Yes Evaluation Reports AE_VID J7 91, 7 4 P )'- Created by Independent Third Party: Yes 9' Max width, 8'-9" Max height. Max section height 2 t Glazing available in top or intermediate section. Installation Instructions J_ 11-1 L- 9-1117, 14 P1_1 jrac(- SU -2,pk!r11xnt Chait FLO 74 Rt2 11 324620 P16j', omw -! o' -S,,j df 11 - - -1- 1- --11 --1- am 1 C- ---- - TP Verifiled By: Gordon Thomas RE. HORIDA PF46718 Created by Independent Third Party: Yes Evaluation Reports 1 -011/4 R'l?, AL FV,11L) MW! Fi, 917d,PDF Created by Independent Third Party: Yes 16' Max width, 8' Max hclglr'. Max xect' on height 21 % Glazing avalahle in top or ntem-ediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: 1-39.20/-43.70 Other, 9174.7 15120 / 9100 #0232 Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: A 12.401-13,80 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is desiqned as partially enclosed or door is a replacement door, 9174,8 15120 / 9100 #0233 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure- +18.50/-20.70 Other: Doors with glaring shall not be used in the wine - borne debris region unless protected of, unless structure is designed as partially enclosed or floor ;s d replacement door. 9174.9 11 5120 / 9100 # 02-36 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ,. Yes Impact Resistant: Yes Design Pressure: +30,00/-33.50 Other: 9174.10 15120 / 9100 40237 Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: 4-39.20/-43.70 Other: Installation Instructions i TD FL01/4 R12 H ")"494 P, I y> t chat c'!,-'Ined,Ld" L91 7 1 3 1 0, 1`1_91,74 R 12 .11 2 16 `9 P16 3a nls Corno( t1ol Sup_[) Verified By: Gordon ThomasP.F. FIORTDA PF 46718 Created by Independent Third Party: Yes Evaluation Reports FL91,74 212 AE tisjTr2hl )-001fl— Evdlqqtiol)EZ { 91,74APOi Created by Independent third Party: Yes 1.8' Max width, 8'-9" Max height, Max sectior, height 21". Glazing avai'able in top or intermediate section. Installation Instructions F L_9 174 R 12 -12 L .f2 f',9I74RI2 11 3017494PIIT e s-1H1-sk, 5 gil- >y t FL9,174 R12 1-1 3246-0 P16),,3n)b Conn, crion Supp ncdpdf Verified By: Gordon Thomas P.E. FLORIDA PE 16718 Created by Independent Third Party: Yes Evaluation Reports FL91741?_!4f__ ,tl2017-00L vlu F1, 9174,PDFa - Created by Independent Third Patty: Yes 18' Max width. 8'-9" Max height, Max section height 21", Giazing available in top or intermediate section, Installation Instructions 2 7 1 _5 -31 Q QCI E L D Z _4 L L 11 7a9i PI I T. AJ'f "I - ri-L , alfir , 1 -L. q -12itF L9111 14-R 1,2,_ 11 1 4Q2, ij u lb C- n: P - _5 'I I",-?, is s i of,e (I 'IL(tf Verified By: Gordon Thomas P.E. FLORIDA RE 46718 Created by Independent Third Party: Yes Evaluation Reports Crested by Independent Third Party: Yes IS' Max width, 8' Max height. Max section height 21". Glazing available in top or intermediate section, Installation Instructions Fi I)! T C,la", gtsd,W! E' la 1 4 R1 11, 31 P,1 lqst f 7Ve ' rified By: Gordon Thornas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports Ft_ 9174 R112 '' F (19 Created by Independent Third Party: Yes IS' Max width. 8' Max height, Max section !)eight 21". Glazing available in top or intermediate section. Installation Instructions F Lot 74 R 1 11 il 7 s 7 3 T: Lic-- R-1 2 11, 307,494, PI Tr,).- en Q )ait_5rg pjf PJ1-1 plenwd, , F L(I! "'I lz sfcr1f,'d.;-,W JIj11kk - -1 FL9174 R12 11 324620 si ned p2jf Verified By: Gordon Thomas P.E. FLORIDA PE 16718 Created by Independent Third Party: Yes Evaluation Reports R 12AE _ WQ Q_l /:,Qj R 2 E <Ii ition_Efe., r Fl_9 I _114.PQr_ Created by Independent Third Party: Yes 9 17 4. 11, 5 12 0 5140/6,'LOO/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing 1 110600 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: i 2690/-30.80 Other: Daois with glazing shall net be used in the wj,id- borne debris region unless protected of sinless structure is designed as partially enclosed or coal is a replacement door, Installation Instructions 12 11 0601Q! 119,)-?(15 H-19174R,12, 11 _31(l,"494 F-19174 R1 11 32,1(,20 1- 1 1 )?,prh, Verified ray: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports F, L,917d, Rl Created by Independent Third Party: Yes 9174.12 5120/ 51401,'610',)/9100/9400/9500 9' Max width, 10' Max height, Max section height 24" Glazing 6 I available in top of intermediate section, P -0 QLimitsofUse Installation Instructions Approved for use in HVHZ: No 5 Approved for use outside HVHZ: Yes uj'gqj Ll Ins act Resistant: Yc; _17-t- In-) it 32,,621 lib "'onf if Design Pressure: -1 41.0()/-.46,30 Verified By: Gordon 1 hornas R' I LORIDA PE 46 718 Other: Created by Independent Third Party: Yes Evaluation Reports F 1 9, 74' Created by IndependentThird hitdPasty: Yes 9174. 13 512C)l5140/6'00/910 1/94,)(,/1)600 i 16' Max width. 10Max height, Max section height 24", Glazing 602 available in top or interroedialte scction. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: -i, 15,30,1-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as Partially enclosed or door is a replacement door, Installation Instructions F! 1) 74 1 2 19, r 2 `3 - E19-1 —i14 JLI "Lii-MI-4-21 Ft 9 1 7,Ljjj I "n j( _, I 11I) cign o't C uq Verified By: Gordon - 1 homas RE, FLORIDA PE 467 1 B Created by Independent Third Party: Yes Evaluation Reports H_ q, 174 R 12 AE1VD201 7_00 1 2 L 0 JaIrinj ',ppi Fl, 9 i/4, PDF Created by Independent Third r arty: Yes 9174A4 1 5120/ 5140/6100/9100/9400/9600 1 16' Max width. 10' Max height. Max section height 24". Glazing I 1 ff0603available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23, 00/-25.00 Other; Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL91 74 R 1, 2_1 1_06Q3- 9Q FL91 7-4R 1_1 1 2_1f _ 30/41)4 P I I I Lack 3111!,rPc ,i 4- r _, L_ q1) ed <pd f Fin 174 _R 12 T L,3,,11 , Q ill L) )L )'L(LLI g- i). _j- n qt' Z, p _ 5'igt jjp!" Verified By: Gordon Thomas P. E. FLORIDA RE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AC-, VD20 17 100JR2 Evalfjoti r Re )rt I L 91 _24,PDF Created by IndependentThird hird Part,,,: Yes 9174.15 5120/5140/6100/9100/ 9,100119600 16' Max width. 8' Max height. Mz.,,x section height 24" Glazing 0604 available in top or artery ediate section. Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +399. 20/-43.70 Other. Installation Instructions D F L9 174 R' .1 0bl) 4 - 31 30 -11 G 6 f-L91,14 R12 11 30/ 494 P11 h-sCl'Sup;1ej'yj1_jjt Chart__, g if FL9174 R112 T 1`1_9_ 1`4 R12--- 324620 P16 L- -- ------- - 11 -- Verified By: Gordan ThomasP.E. FLORIDA PE 4671 R Created by Independent Third Party: Yes Evaluation Reports H9174 R12 AE V, D2`-)j7- 0 "IR2 _E al a i n 91 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 40605 1 availabfe in top or Intermediate section, Linuts of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: r15. 30/-17.00 Other. Doors with glazing shell not tie 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 FL91 -/,_ R12 11 _ 060- 331903-Pli, S,p df FL9174 R12 11 307494 P11 Track -- I pfQtne,t t laatI igi ed, )of FI9174 , RL iL 2ppdf, Verified By: Gordon Thomas RIE. FLORIDA PE 46718 Created by IndependentThird Party: Yes Evaluation Reports FL9174 212 AF _411D,10J7- QQj_R12 Ev'olrjart;gn R.4,aoit rL, 9174. PDF Created by Independent Third Party: Yes 91, 14.17 5120/S!40/6100/ 9100/9400/9600 118' Max width. 8' Max height. Max section height 24" glazing 0606 available in top or intermediate SCC'Iuori. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant* No Design Pressure; ; 30.00/ - 33,50 Other; Doors with glazing shall not, be used in the wind- borne debris region unless prof -acted or unless structure is designed as dart ally enclosed or door is a replacement door, 9174,18 j 51 ?0/5 140/ 6100/9 1001194 001/9600 1 #0C,09 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.2o/- 13.70 Other: Installation Instructions H-91/4 R12_ 11 0606'.324` 7 E 21,74 R12'.11 11 3190, 10 1)1 o"; F19174 R12 11 324 O P16, L- in)h 0..tLS!t,1_ 1 Verified By: Gordon J hornas RE. FLORIDA PC 46718 Created by Independent Third Party: Yes Evaluation Reports LL)jL74,R,1_2 At, 41D2" I/-,00tR.I F-valtjafiorj.o R_ Q1 7 jjP!_)F Created by Independent -1hird Party: Yes 18' Max WA1,11. 8' Max height. Max section helcjht 24" Solid only no glazing available, Installation Instructions FL-) 1/ 4 R11121 I' ll- ne' j.j)(J F L 9 174 _R 12 _111_ 3 2 1,5 'J_.nr; Qif,chon,'i(pm stgnt,d,pd( Verified By: Guidon Thornar P.C. FLORIDA PI 46718 9174,19 15140/6100/9400/9600 40608 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ, Yes Impact resistant: No Design Pressure:-i-18.50,'-20.70 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.20 ; 5140/9400/9600 #0647 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: -125.90/-28.80 Other; Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially efrciosed or door is a replacement door. Created by Independent Third Party: Yes Evaluation reports r l_911 i P12 An 1r D2 17 a0I l Evaluation i Reort - f i 9114,DD w _ _... _ Created by Independent Third Parry: Yes 18' Max rvidtll. 8'-9" Max height. Max section height 21". Glazing avaaable in top or intermediate section. Installation Instructions l- L9 f 7 1:1; 1 %# 3 S E'1,I 'i, ach_ Suz -ale h.,rt . --signed dI2- il,,467C7 €116Jamb Connection `.?k?S._ r it ,,I)c!f Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Part,: Yes Evaluation reports r c}l 741_ ,Z \I_ r '_E)Z t? Jll(d„_€_v_tI _Hitt Re`.Lr ,I (;L 917 i_ D Created by Independent Third Party: Yes 16' Max trridlJi. 8'-4" Max Height. Max section height 21". Glazing available In top or intermediate section, Installation Instructions 1 9174Rtr It 7 ... t ..._'_l_i[ri;k 5_I, mt,,n,t C'lirri J f ejc , 1f F1.9I ? Rj I1 3241,620 P16 7_ rr}fa_Cann ctif>E ,(, 7_<1y _f tu,_ci( Verified By: Gordon Thornas RE, FLORIDA PE 46718 Created by Independent?hrd Party: Yes Evaluation reports Holed ill' ti '•(i'i);i.7 t1 1tm E u 7ti>n„ l2`.1 trtt '_fill Pi F'`k:E'DF Created by Independent Third Party: Yes o 7tact tic :: 26a1 [i air Stc_.r Rciao, T_}iiaM s-f._ !. 32399 Fnon .: 8S0 48--1824 The Stale of Honda is an AA/Ho employer. ,vcr ht d0?-?C' 3 State t From' P ivace• °;taternerrK :: Acc''i ,Aft Salten+eot R i;q 4 a merrt Under Florki a jat en t.,i ade-esses ale public rr.r rds. If yoe do not urant your e-mail address eleesed In r spArxb to a puohc records request, do not ce -d ek.u.ror,c mail to this entity. Instead, contact the office by phone ,r by tradih—"I matt, If you have any questions, please contacf 850.4fp.1395. "Pursuant to Sect,on 455.275i i is Florida Statutes, effective 4ctcbez 1, 20Y2, licen4ed under ch"pter 455, ES, , +nusl ,r-0r, the Departme it --th an er rn; address if they have one. ' he er,ais p-oviecd may be user for official comraiuni:.ation with the. licensee, However entail addresses are pubic reco-d. If you ho rot wish to supory a personal add-,,, please ptowde ,he Depaftment witn an email aMesq wh-ch can be made a'a- able t0 the sUbliC. To deQ.'T r;ne d yoU 'Are s licensee Linder Chapter 455, F.S.. please cAick he n Product Approval Accepts: 1 `j M. El rechl Card Safe June 15.2017 ToWhom MMay Concern: I certify that I meet the requirements of "Independence" as it relates to Overhead Door Corporation, Specifically, 1)|donot have, nor intend tnacquire orwill acquire, afinancial interest inany company manufacturing or distributing these products. 2) 1 (rny business) is not owned, operated or controlled by any company manufacturing ordistributing these products. 3) 1 do not have nor will acquire, a financial interest in any company manufacturing distributing products for which the reports are being issued. I 4)|donot have, nor will acquire, afinancial interest inany other entity involved inthe approval process of the product. Gordon Thomas, P.E. FLPE# 46718 Um 2= Manufacturer: Wayne Dalton A Division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 Technical Contact Dwayne Kornish Engineering Manag] Prepared hy: Gordon Thomas, P.E. Mason, OH 45050 Florida # 46718 Date: December 22, 2017 MEMEBEMNI= 00 0 0) No,46718 7 L j OFSTATE OM Bas ed on wind load test results for the FBC approved doors with paper/poly backer, the following 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. It. Reference Material The following items were used to prepare the evaluation report: A. Florida Product Approval, FL 9174 B. Wayne Dalton Drawing No.253209, Rev P2, Backer Paper/ Poly C. Wayne Dalton Drawing No. 253211, Rev P1, Backer Steel D. Wayne Dalton Drawing No, XN17019, Dated 5/8/17, Raw Assy Detail, 9100 vs 9605 E. Evaluation Report, John E. Scates, P.E., dated June 10, 2011 Ill. Evaluation A. Wind Load Design The following analysis is for 20 different door configurations. All of the configurations listed in FIL 9174 were approved with a paper/poly material (69# Kraft with I Mil off white PE) per WD drawing 253209. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSUDASMA115-2005. ANSUDASMA 108-2002 is equivalent toANSIIDASMA 108-2012 and ANSI/DASMA 115-2005 is equivalent toANSI/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 wi load resistance for the steel back plate would be equal or better than the currently approved configurations. I 8, Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. FL 9174.1 FL 9174.2 FL 9174.3 Model # 9605 9605 9605 b -66 —rS i -z'- e--- 16' x 8'-9" 1-6"X 8'-9-"--- H) Design +26.901 +15,30/ +25.90 Pressure - 30.80 psf -17,00. psf -28.80-Rsf backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Type - ----- - Drawing # 318958-P8 318959-P9 318960-P10 Crnp Yes —acf — - - I Yes imm Design Pressure mm MMUM 96a5 9605 16'x 8'-9" 9' x 8'-9" 30.00/ 43.20/ 33.5a sf 49--6'0-___ Steel, 32 ga Steel, 32 ga 318996-P6 319022-P6 Yes Yes FL 9174.7 FL 9174.8 FL. 91174.9 FL 9174.10 9605 9605 9605 9605 9605 x 8'x 8'-- 1 39,20/ 12A01 18.50/ 30.00/ 3920 1 43.70 psf 1180 sf 20.70 psf 3150 pst-1-1-41TO psf Steel, 32 ga Steel, 32 ga S teel, 32 ga Steel, 32 ga Steel, 32 ga 319023-P7 318999-P6 319000-P6 319024-P7 319025-P7 Yes No Rio e Yes Table 1 B - Doors under Evaluation OON D kCoc 17 Wit( I Q -lit 2 AL Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga tool, 32 ga Steel, 32 ga I Yes No No Yes Table I C — Doors under Evaluation Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga No NoImpactNoNoYes C. Conclusion Comparing the doors under evaluation against the Florida approved doors, | calculate that the doors and hardware under evaluation will be subjected toanequal orlower load and will perform equal Dr 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. conclude that the construction shown comply with the structural requirements of the 51h Edition 2O14)and 6mEdition (2017)ofthe Florida Building Code. Certification ofIndependence ofEvaluation Entity hereby certify that (1)|have nofimanoia|interest inOverhead Door Corponahon;C8!amenindependent licensed Professional Engineer inthe State ,dFlorida and; (3)|comply with the criteria n/independence mostated in81G2V'10OS(3).FAC,and ToWhom kMay Concern: I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation, Specifically, 1)1donot have, nor intend tmacquire orwill acquire, afinancial interest inally company manufacturing ordistributing these products, 2) 1 (my business) is not owned, operated or controlled by any company manufacturing ordistributing these products. S)|donot have nor will acquire, a financial interest inany company manufacturing nr distributing products for whith 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 " Gordon Thomas, P. E. FLPE#46718 UQ —I111-111PACT P-SISTAIT CLAZVO N1AAUl SOB GLAZING IM MCUE-1 FRANES SCRSXS0 13 CA IC5A Mri.l OT A MTRImug IF (6) fIT,!, SCRrvr tlI 'TALL£D IN TOP (A, ;NTERMENATE EF(90N (VAT7i OR W0.17 DFCOTTA`NVA_ EE7,S STATIC ATIAIN SAOAR ON On WA-1 01 A211C 13 CA si G lKG-& A,, HAW .4A AVPA IEK IT OF 11-75. ANO A AA;MjH L7IC14 Sl 15,75. 'AAZI, 13 IC, IAZ 1; FG. 1 2_ HS SISTkNt &14' , DOES NO' PELT TI-E 4AaJROAEN7S i KF-SDR.l JEMA.ls 7. jMPACT RESISTANT CLAZiNC OPIKIN - 'iPAC7 LAC SO EAS O, UBTAYIT GLAZIAS S`STCIJ MAY 9T% IVAILUD Hi TOP WN 3 AS DA iNTERMFD,TE SeCrON (W-11, OR KTTNS'1T DICORATOPiF SHO'^) cCAONG SMALL BE /A* AwqCQN-IM 16 'A WN 1,ORT- 9CTYCA 3ONA7- OR EWXL, CLAZIND SHALLHA',S A RACK toA` N1.j. HJDTT,- OF I5,21' AID A 111M,HN t,NSTN CP 50 U', aAZKA DI flCrRISS-APIT AND GOES FS R_ iR9`N7S FOR 14`_UOS,E Ssms Irao-s, Su - 5/8' AG IAT 2 9CRT AOSNAL Y D -TAATD SO ,zC SIT, SOPS w AT EACI t,eS` sE-O`7')DN RF6 CO REI.FORCEMENT 3RACRE7S CAN 9 BRACKET ATTACH -1 , - a -OAR ON UNPIN TNQ.GRAL FAD (sm SETAJL 0 It EE' 2) 16 CA J_5TRUI SORKSKa TD LOFIER TRACK PiT6CfiAl. A 9 SECTION AND OPERATORITI.LC T0 DO DOLT AND 1/4-20 PDA FACTORY !NVAJER SHALL F010 OT7AL (11, NU': AT EACH Z JAN 8 1 /A - V/S' Sf`tF -ULLAIG Cl.Pl% SCR-,l 71 ATTACH DY, r RACT LOCA" NZ —STRUT 7,,F 44T-_DAAL RS' AND OPFRAT , SUAL A- - 'OR PER CEIA_ r ON of T` DO C_, NT"`j- Sl,rET 2, S ' tvYL OR ABOD DOOR STOP NXI-FO A MAXI"ll, — 5' TYC ST L-IFHLA= TOP AND SCIN ENDS ^.A` PA N-L.E 7/16- 70 MEET 1- GATID PRESSIIHS. 4. MET LOOK, SLJOE LOCKS, OR OlFAATCR ROwqc5 CA SIFFENECT 5.SEC7011 SliALL UE CONSTRUCT-^ 41,7,1 fOA14CD 11 JAMB BRAD -TS PLACE PC' "URETHANE FOAM SKAA70N T:W.WCALLY FCC SC-_2LLL 76di BGEO -C 0' CA sINTMUq FA A 55£F_ AID) A L21—TTON, Pj_)V...AA OR 32 CA SNIIU TTACTAR, SAO AND TIRE 9A04R, CIA -TO iAW_ —AQ. I " CZTP E. 7_l C[CGl OF THE SUPPORTIG STRTC7J9.L Y _QCA OR suor LOCIA E,EICMTS SHALL K RTC ?,ESPCFlWU-, Y Cz -!,C ao-,H ENDS (NOT PPCFESS,Ct k OF PFC;OAD F08 PAE 2UTLONO 'A REQUIRED WTI OPERATOR r - T NLCTURC AI,0 9N AC' OROANCE W OOIIIIIAT 0OILCIt C SEE NcM A), SOME CODES FOR r LOADS LISTED ON 14S UKAYINM LICK SNOAIN FOR 7, COOK JAIQ TO SE .!N'TIUAA 20 SIR=UflA 'RAUt CLAAl I Y L.SER. 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A iDED S_P, AT A -;TAI_ CHAI___ l TO 4 CHAN'=', FOI MA7 lz) EL PIQ001-s 8011 1.1 802a WTI OAiPLAY T_ W;K C P iEIDU E, T 3/2' 1/37 5 nA 7EC MDM S'ED N CiAR.-S, IDATU --UD__ A CIP C4,: - 73, 3 JT'QAT[ M',)N_IIG TAj_ DRAWNCS. 4l lcl/05/- 07 7 U A C. TS TC jPUNA7, THE Z_ OP ff),E PLAC-:) THE' IAPC 5 -CAED S7- O,NING _'ETA` RB -4/; 1 / 0,8 EXPANDEO /TT' oco - HsIKNESS ART OF To ia' HKIIH. RT 12/1 ' / 02 10 AO' aE c MODE 7 M DATI, _7 RT 5/2/ 10 I' UPCATE- 'NLF D-,KPEMOVEU CHART uTT i /1 /T, - III VP',ATED T7-E 0cx. 5/17 DA-E 2 Or 2 DRA"MrIG PA P7 NE, I REv. 7-7494 Wayne wDalton GARAC DOORS , 13 5 AD39 O'SON DR Vc PENSACOLA, LCPrA 72,51c J 1 0 No77945 STATE OF A-, SOUTH 1. p 1, Ka—, IE AA76 jl Y lo "I IWE. 1, 0 77Ss5 TX - 1A111111 FEE STRUCTURAL GRADE FOR AT- ACA', MFN ' TO S WOOD SUBSTRATE C4fi VKWy 2x5 FOR A7TAC-,EIAEN7 TO CONCRETE AND GRCjl iL - 'bj 6' VAX.-' V 2x6 #3 rD H7ADfR L00( FRN, FINE i 99ACL(E- T-1 ANZ' Hop' w-, e A 1 1/4` VIASHER AND A 11 NIM' jy PTFl, OF 2-2/4 AND A 1 1,, W ",;E D 71 MAX ! MUM DESICN -" A,' A :7y OF 2,)Pt: LeE. S, -,t- 'AILS Z AND 3 P-zQuRE6 :-R rER-IC4 OS s-s7EV, s, DOOR. HEIGHT DOOR w;l- H LOCK L,V9U- i 4- -A S" SIMPEZA, 7 714 H SCPiW Ati;>4C-R AAT? A —/4- WASHOR ANO ED A M: NW-W FM-- MEN-, DE'7H GE 2--3/4' AND A M,NMVN, DISTANCE Of 4', MAXiMUP DESGN LOAD CAPAC,TY OF 74GO L35, YU4W,iM r- HE<)EFI LOCI SOL- -1 - p 3RACKU 41 3/3" D'k, LA,- SiRFWS 1-1/4" Q.C. WASHFRS, LAC SHALL HAVE A MINIMUM PENETRA-,4101,' Of 1-9/32- ; NT, liE MAIN VEIABER, t5Ei,;El CAPACITY OF 241 1,31; Fs --ET I -- z 717-E DATE NAME Fl NFrp"S ' EAL jAVB CONNE-C70N SUPPILLMLN]' DRAAIANG PAP- N--, PEV, 524 Wayne Dalton, 339 AD:%ISON DRIV' - PNSACXA, FLURiaA 325", 474- 989:) VIN 25:10 PSI 2: a-- W, x AJLOWAPL-' FASTENER GAD MAY EXCEED THE DESIGN AD Cr T. S7-CT!,RE. DtSCN GF 1K. SC E: R-S ONS y OF R 1!(.>ESSONAL ESTRUCTURE3/ 8' SIII)PSIDN TMUN HO, 4Y.N ELIFI-0. MIN WE LCA7rN 4 20 9/ pwK RQi 7 AND 1 14-20 - 4NOF— TRAOY, -- --- 2 3/4" t- t Lazr N-3 7 a FR,FF."ElC- L SEII PROV?,El, DFO CA',21 0' —0,b CC',SIA.C1011 t ll P17 UPDATED Ti--F 2LOCI SC 5/15/17 MIN2SIP-, eETTER WALLSiIJD N:,a MAX ALL6WAB-- FAS-, ENER LOAD VAY CEWC THE DESIGN LOAD OFHE E 6 X51G OF SlRFORT113GSHALL37SOL£ RESPCflSBVjT' OF PRCFESS!CNAL OF RTCOF.D EXT-I' ROR SHEATI'INC 5/16' LA G SCREW Y!!T'i 1-9/32- EM54 STUD i '/4-) AM0 GRACKET j 7rA-" 3-T AND _ 4- 2D , - X NUT— TR ACC S-iH- 2 OF 2 —FCKFD' 1 DRAW,NPART 1,0. RE',,. JAME CONNEC'710N G, SUPPLEMENT -7,2462" 6 1/2/2018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge 5tats & Facts Publications FBC Staff BCIS Site Map Links Sear iyy USER: Public Approval E tY USER; Rublic User 1 , 1 E7 - —1ctt T.,`'lk®! ..?.rS .'!:.ai:!> > Aa[?kitS,,it sl > 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, NJ 08902 651)264-4178 Nicholas.Kopp@andet,,;encorp.comandersencorp.com Authorized Signature Nicholas Kopp Nicholas.Kopp@andersencorp.com Technical Representative Jon Berrian Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 732)435-1000 jonberrian a sfbp.com Quality Assurance Representative Address/Phone/Er-TIail 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 II Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL]?S_R-_tC)I_ _C I, Sily riin S4 2f)11-C?b I,clr 5atandaw AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/1.S.2JA440 ASTM E1886 ASTM E1996 ASTM E330 TAS 201 TAS 202 TAS 203 YPAT 2011 2008 2005 2012 2002 1994 1994 1994. Sections from the Code https://fioridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzkl hGufBV5nRNMfolDM5dhG3(OCYhzgZSGo1vg'Yo3d%3d Florida Building Code Online Product Approval Method 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 Ft. # Model, Number or Name 1 Description 19715.1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Nogdf 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 F-,9-Z-U R3 AE PER4II75 5-5 ?QgL7=(5---14 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 Ffj1,)7JE RZ3_jt SIAILDQI S 201 0; 1_ ,pdf 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 Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715. 3 Series 70 Model 2127 Single Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 19715. 4 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Installation Instructions Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports F4g4S._ 3J—. A E P E R? 5._$S 4 t7- - prif Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ; Yes i47L,4_tl SWDQ7}If Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Resign Pressure: N/A Evaluation Reports Other. See Installations Instructions and Product Evaluation LtL1j7j S_Z En PER4Es I7-Qf- 1,, Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes CI nip tacittJs :: , C, 31 i `,- ---gad, Tallzx - 11 The State of Florida is an AA/EEO employer, .4¢ ahS. 7Qo7-2013 Stat, f Florida.:: p[iLmtcv S atern mt :: Access( ), ly . .ni n :: Re€arid 4te_3.n 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 addr 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 em, 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 h„Qrg_. Product Approval Accepts: j 09 EA 0 https: llfloridabLlildirig.org/pr/pr_app_dtl.aspx?param=wGEVXQMDgtvla%2bxmzk l tiGLifBV5nRNMfolDM5dhG310CYtlzgZSGo i vg%3d%3d 212 NET A, L' A -TCRQ NOTcS, ONE (1) INSTALLATION ANCHOR'S R_1Q'jAFD AT EACH ANCHOR LOCA.ION SHOWN. THE N UNI EF v P. OF !NSTALLATON ANCHORS DEPICTED =S THE &CN.MUM NuMEER OF ANCHORS TO SE USED FOP, PRODUCT ,NSTAULATIOFI OF THE MAXIMUMU , sia LIST i D. I INSTAL INDIVID,,AL INSTALATION ANCHORS WITHIN A TOLERANCE 0; Ell, INCH Tht DEPICTED 1 - OCAT:ON A SPACIIG IN THE ANCHOR LAYOUT OETAh.S F_ W THOOT CONSIDERA--014 OF -OLERANCES!TOLERANCES ARE DOT CUMULA7 IV: FROM ONE INSTALLAT 0'4 ANCHOR TO THE NEXT, iSHIM AS REQUIRED AT EACH !%S-,ALLA':ON ANCHOR WITH LOAD 'EARIFir SHHA( S), MAXIMUM ALLOWASE SHIM STAGS TO BE 318 INCH, SHIM WHZRE SPACE OF 1/16NICH OR GREATER OCCURS. SHIMS) SHALL BE OF HIGH DENSITY IILASTr, OR BE7TER, FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 48INCOO od A N Tfl NT CK"'VS OR ROOF-NG NA VS OR I COP MON AR%S OF37;h c L _ LLNCTmTOO C.H',t S. IISTRATE. INSTALLATION SHALE MAI,74LN NVN3/B' EDGE DISTANCE. 5. FIN INSTALLATRDNOR NNSTA- LATLON RNNSTALLATLON INTO METAL STUD USEFFEI SELF- AP? NG ACI.EWS, Or SU:FVCEN- USINGTH TOACHIEV" A MINIMUM OF 3 HRcACS PLMC-IAT ON BEYOND METALWA,L. IwAaArIGN SHALL MAINTAIN MIN_3/53- EDGE 06A% C£l 7THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING Ml,NIMUM EMB€DM£NT INTO WOOD SUBSTRATE. 8. THROUGH FRAME INSTADIATION: FOR ASTAILLAT)ON THROUGH IX BUCK TO CONCRE7E1"'ASCNRI, OR DIRECT 'Y NTC CONCRETE, 14ASONRY, USE 3/16 !N-_,I D AET EIR ITN TARCONS OF SUFFICIENT LENGTH TO ACHIEVE 114 INCH INiNIN`V" EM5E DUE NT. ilS7ALA7,ON SHALL MAINTAIN MIN, 13/4' EDGE ICSIANCE. 9. THROUGH INFLAME INSTAULATLON: FOR lN5TALLAT. 014 VJT0 METAL 57UD USE O SE' TAPPING SCREWS OF SUFFICIENT'LENGTH TO ACHIEVE A MINIMUM 10. M!I.,;FAIJIA EMBEDMENT AND EDGE DISTANCE EXCL'YCE WALL Fj,%:SHSS, INCLUOtNC3UT NO; LOAITED TO STUCCO, FOAM, BRICK VENEER, AND SIDINQ INSTALLATION ANCHORS ANG ASSOCIATED HARDWARZ MUST EC: NIADe OF CORACS;G,N RESIST7 MATER AOR HAVE A CORROSION RESISTANT COA__%G' FOR HQ ON 8,OCKAND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR. LONTS. EDGE DISTANCE 15 MEASURED FRON', FREE EDGE OF 81,04:< OR Ei>GE OF MORTAR JOINT INTO FACE SHED OF BLOCK. 13. 'NSTALAT.ON ANCHORS SHALL BE IN5TALLSO;N ACCORDANCE W, TH ANCI-LDF MANV,AC_lURfR E NCTALLPT;ON INSTRUCSUNS, AND ANCHOU STAIL NOT BE USED IN SUBS -RATES WITH CTRZNGTh' , LESS THAN THE Ns,IF R. JM 5TR NG' SPEELFJED BY -14E ANCHOR V.&NUFACTURER. 4, 1 P45TAL -A I iON ANCHOR CARROT 15 MA P RO DU C5 HEREIN ARE BASED ON SUBSTRATE "A MATEF6ALS WIT,, THE FOLLOWING PROPERTIES: A. INOOD. MI INIMUM SPICiI' lC GRAW TY OF CCS. B. G, CRCTE 'MINOAUM, rSSIVF, STRENGTH OIL AGOO PG. C. C GROUT I LLE 0 CM U - UNIT COSTPRRENGTH CONFORMS TO ASTM C-90 w ffN A COMPRESSIVE STRENGTH OF2000 PSI AND GROUT CONFORMS TO AS7M C 476, NI N'MUV, GROUT 10MINFES&VE BTAIENGH OF 200EI P51 D. HOLIOW GLOOK CT4J - UNIT STRENGTH CONFORMS TO AST M C-93v" 17H IV,N,NIUV, C OMPRESSIVE STRENGTH OF 2015D Pl- F S7EIFL, NVNIMUM YILD STRENGTH, OF 33 PSI. "AINIMUSAHALL TI41CKNERS OF 47, 8 MIL NIG47" F7 18 GAUGE), ILI;', './Z' EDGE DISTANCE. ALUM,%,; M - M,N,,AjM ALLOY 1/2" EDGE ojS''ANCf4AS,T5,MfNIMUM WALL THICKNESS OF SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) 1,H IR'L "' I". N THE PRODUCT SHOWN HEREIN Is DkCGNED AND NIANU FACTURED TO COMPLYAll- D4 THE GTH EDITION I`LCIRDA BUILDING CODE IFFIC), EXCLUDING HVHZ AND HAS BH, ACCORDING TO THE FOLLOW,ING. AAMA/INDMA=CSA IO2!,D,2/AA40-GE/ l'. 2, ADEQUACY 0THE EXiS-, ING 5TR,; C" , URAL ON ftETI`/MASONRY, ZX FkAMING, AND METAL FRAMING AS A MAN WIND FORCE k"56TING SYSTEM CARRELS OF WM'STANDiNG AND 7RANSFERRING APPLIED PRODUCT LOADS 70 THE FOUNDATION IS THE RESPONSIUTY OF _. HE ENGINEER OR ARCH;Tf CT OF RECORD FOR THE PROJECT OF INSTALLATION, 3 lX AND ZX 8, CKS {WHEN USED) SMALL BE DESIGNED AND ANCHORED AS SPECHI D HERE,%, REFER. TO SHEET, C FOR FURTHER DETAILS OF BUCK INSTALLATION, a, THE INSTA—ATION DETAILS DESCRIBED HEREIN ARE Ep,c AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE F SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENIS DETAILED AEFDIN, A LICENSED ENGINEER OR, ARCT;TECT SMALL PREPARE 1,TF 5PECRiC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NO,',-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FRONI. WILArv-DACE RER OR AHI, APPROVED IMPACT PROTECT IVL SYSTEM, 15 REQUIRED ON THIS PRODUCT IN AREAS RBQL,;RiNG IMPACT, RESISTANCE. 6. WI%Z>OW FRAME MATZRAL: PVC IN ACCORDANCE WITH 1-HE rTH EDITION F13C, WOOD COMACINCNIS SHALL HAVE BE N PRESERVATIVE TREATED OR SHALE BF OF ADURABLE SPECIES AS DEFINED I% CHAPTER 23, 8. - C =5 E 75 T HE ITE - RE N! ENT S OF ASTM E I CHARS SEE SHIEST 6 FOR GLAZING D-TAJLS. TABLE OF CONTENTS 7 LE510I GHEET DESCRIPTION T: l757ALLATEOI, & r5ENERAL NOTE:S ELIEVAT:OPN ANCHOR LAYOUTS VER_ CAL & IHOIZIZONLTA!- SECTIONS (.NACU FLN) VER71CAL& HO; kTZONTAL SEC-FION5 (7HkC,Eio, i FRI, AN' E) krZONTAL , SECTIONSBOCK CN-STALLATTON, 4 GLAZING, LA=NG DETAIL. VVID T H HEIGHT DE CON .It's SINE 35'a," x 35 / -35 ?SFNONIMPACT oix 50 / -50 PSF NRYI IAPAC7 38° 50 / -50 P5F NOIMPACT NON IS .4, Tf' O/X 35 / - 35 P5F NON:' PA,-- 44' 62, O/X 50 PSF NON INPAITT4 E- 72- O/X 35 / -E5 PSF I 7 NON lWAC7. 48, E4' O/X 20 / -20 FEE NO%, impAcT 5 X 25 -n PSF N'O'N DM A CT 36- 83.75 1 i i O/X ( OkLft,T 35 1 -35 PSF NON IMPACT RE* I 96" U DIX (ORIEL) IF 20 -20 PSF NON IMPACT 2 3 5 - 355 PSF_ ND P A -7 7 Z' 11,8 -4' O/X-o/x .35 -35PSF NON r/AlACT, x ED "F 6z' C/ x-,D/x -EO/-50PSF I NON IMPACT 76' i 7 2 Glx_Olx 5-/ A AFNONIthAACT76' i 77 a/xo/> 5 25i-25PfF I NON IMPACT i 80. 74. O/XO/X 35 P5F wAc- 96- 74- O/X O/ X il 3" /,30 PSF NFEN ElRPAC' T N CIPAll FNON lw 62' OIX-OIX-OIX 50 1 -5C PSF IMPACT 72' 1 O/X-O/X-O/X1I!D) -50 PIF 1 MECII EAAPAfi7+ 25 -25 ?SF 1 N =,_ MPACT DA. 2317 '51516 FL#: FL19715 Si lverl_ine 1: R SNIIAIL - V."E SfI N FY > a: Z IQ 0 1 1 Dwc #: 5WD002 SHEET: 1 OF 6 MAX, F;ZMV I"Etr,HT 9t A — MAY,, FR, EIGHT MAY, FRAME WIDTH 48- ELEVATION SINGLE HUNG WINDOW MAX. FRAME RIIDTH 5V' ELEVATION TWIN SINaE HUNG WINDOW QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS fOR ALL 230-1,4902 RATINGS, SlNrLE UNIT CONFIGURATIONS QUALIFIED CONFIGURATIONS ARCH TOP CONFICURATtON5 FOR ALI 2%2-45,02 RATINGS, TWIN UNIT CONFJOURATIONS MAX. FR, HEIGHT MAX. FRAN HEIGHT 9C MAX FRAME A DTH 48' ELEVATION SINEE HUNG ORIEL WiNDOW MAX. FRAME TRiF7LE SINGLE HUNG VjINDoW Silver Line Ali 1', ' Nc—E P, z F-7 z z z DWG fi SWO002 SHEET: 2 OF 6 2"NAX, 11" MAX, Rom, CORNERS MAX. 0 c Ii 2' MAX, F;ZoM CORNERS ANCHOR LAYOUT NAA F,N - SINGLE HUNG WINDOW 2'A'.AX, FROM S-1!— 41/2" MAX. CORNER 4 1/2' MAX. J O.C. 2'MAX, ..I. - FROM CORNERS 5" MAX. FROM 1--20"MAX. CORNERS j O.C. 6" MAX. CORNERS T- 2G'MAX. T i 16 i/2' MAX, O.C. 6" MAX. FROM 6" MAX, 7 FROM — CORNERS 4ill" MAX. ANCHOR LAYOUT NA - TWIN SINCIE HUNG WINDOW 12 3/4. MAX, O. C. MAX FROM --- I I' MAX, 6" MAX, p IL V MAX, 4 FROM 6" MAX, CORNERS ANCHOR LAYOUT NAIL F'N - TRIPLE SINGLE -`N;NGWINDOW61 MAX. FROM CORNERS 16 i/21 MAX, 6- MAX. P/ N 510-2995-2 FROM SEE SHEET 5 FOP, DETArL5 CORNERS ANCHOR LAYOUT° THROUGH FRAME -TWIN SINGLE HUNG WINDOW 12" MAX PJN 50-2995-2 SEE 5I-,EET 5 FOR DETAILS ANCHORLAYOUT THROUGH FRAME - TRIFLE SINGLE HUNG WINDOW Silver Line al Z Lu Z zz z : EZo 2, 1wG 9 SW0002 SHEET: 3 OF 6 COhiCR£ZE/ OR 1 ill" MIN, BYOTHETHERSS — EMBEDMFNT Silver Line CAULK BETWEEN CONCPETEI MASONRY & 2X WOOD BUOY B1 ©Ti-?ERS'- ' 1 2X WOOD BUCK BY OTHERS 1 SEE SHEET" 6 FOR 3/ 8, MIN. " .'. CO11,4ECTION DETAILS EDGE DIST. o c i c.:;aE aaz 48 YdCiOJ SCRE'dr m > NSTf+,LLA TT{}N Ai'.k0r{Or2 EX T Em2IOR FZ 'ISH m— MIN. 3/8' EDGE DISTANCE BYOTHERSiIle" MAX. IM SPADE n, NE" RZMETER SPACE SEA -' ANT f ry ti Z L] M w O.k. BY OTHERS TWIT SAS;N REINFORCING HEIGHT E7,TE,RIOR /*Mi_.. INTERIOR SHEET 6 FOR REQUIREMENTS I ' N3t+;. 3 THREADS SEE BLAZING PENETRATION BEYOND C D e iPETAXISHEET67\ META, 5 RUCTURE 3 GR- 5 SELF-T,:.FPTNO SCREY, SEEGAZPaGU w 1INTERIOR , 0 4 DETAIL, SHEET 6 l ' :.ivSTALi.ATIO,v ANCHOR METAL STUD $Y OTHERS. ' c ET I INSTALLATION NOTE H BY, VERTICAL SECTION _ t ,- - _ H[ AD-2X WOOD 8UCX `'"^= EXTERIOR FINISH Y1 NAIL FIN oBY 07HERS 7- EXTERIORC) ¢ SEE6LA.ZSNo ERIrnETER SEALA, dT a DETAIL, SHEET6 BY OTHERS j.mj 2 v O. A. d EXTERIOR SNTEP^IOPNIT ^.,, q Z 4 O. A.; d v TWIT F= HEIGHT 4, 4y w PERIMETER SEALANT rC HORIZONTAL SECTION I ., BY OT,IERS \ 1/4, MAX. JAMB • METAL STUD SHIMSPA. Cc NAIL FIN EXT ERTOP, FINISH Gat 143 1i BY t8YOTHERS SCREW LVS` AL LA,TICiN ANGtiOR- p. 3I8, MSN' X WOOD BUCK BY OTHERS -c" . ..1 i EDGE DI$T. 5EESHEET 6FOR--' -- CONNECTION DETAILS CO*:'AETE/ MA50AY s y Y uNCRET/ rJ,ASG' itdRY u ZX - 1 BY OTHERS i12 MI'v. WOOD PUCK 8Y OTHERS EM9EDMEN T '•v v, m 2 s> VERTICAL SECTION 4 J 5 ti 2NAIL FIN 8UCK ©wUA t&1A WOOD SCREW-1 3/4" MIN, ! Silver LireINSTALLATIONANCHOR1-.- ' EDGE !DISTANCE 2X WOOD BUCK/STUD BY OTHERSCONCRETE/ MASONRY tnr rrci;.raera Y OTHERS 1 ' 0' l SEE SHEET 6 FOR 1/4" MAX. i a - ' //—COh1hlECiiON GETASLS SHIM SPACE j MIN, 3 THREADS CAULK BETWEEN 1 l 1, i 4 " J SASH REINFORCING —*--- PENFTRATiON BEYOND COhG'RE',-E/MASUtdRY! _ + j a SEE SHEET b FOR REQiiSREMENTS ME -"AL 5"R'ilCTLRE BY OTHERS 58E G:.aZiNG '. i MIN 1/2" EDDISTANCE i E ri E 1 1/ 2" MIN. DETAIL SHEET 6-'`, EXTERIOR FINISH EMBEDMENT BY OTHERS :" Y '. 1 INTERIOR ` sl j "JFt14 6R. 5 SELF -TAPPING SCREW A PERIMETER SEALANT SNSTALI.ATI03aANCHOR SHZrI, SPACE BYOTriERS1 j METAL TURE/571 UD OR APPROVED g 2 O jH s /"_'MULLIOtiBYOTHERS. P.A. EXTERIOR i i INTERIOR 's l 6 SEE SHEET 1 INSTA.LLA T'ZON w NOTE 1G r' EI6HT IJ j SEE 6, AZIhGG #'ERIMETER SEALANT`"- i DETAIL. SHEET 6 1EX T EA24R BY OT)aERs .L, 4' Z w m O- A. a UNIT a WIDTH S i t' E. VERTICAL SECTION F `, HORIZONTAL SECTION Q y %JAMB- METAL TUBE/STUD OR APPROVED MULLION NHEAD • 2X WOOD BUCK "' THROUGH FRAME THROUGH FRAME 5) 914 PANCAKE HEAD z SCREWS FROM STRhP TO 1 0 RAa i SEEGLAZING F4,00C04,0000--,. DETAIL. SHEET6 M,E, HOLES PR01 DED-2.0000--2.CO00— i N TO ACCOMODATE #14 ,iSiA. 's, EXTERIOR INTERIOR — 0,500 '_' 9 ANCHOR STRA?. AT TvrzN a ;'' i TRIPLE CONFIG. ONLY SEE 1 + W G.0620 PLAN VIEW - ANCHOR 5TRAPA- -$- fP(N 50-2995- 2) DETAIL AT T '—T 4. 20 HE26H11j/ RIGHT FOQ INSTALL. REQ. 0,5000(2) 1 1/4" MAX. 2. 3750 r PERS.'l ETER SEALANT 1 SHIM5PACE BY OTHERS / i ( T s jfa Ef, IOR FINISH l 0,7500(2)7-- 3. 90:23—"t 4.A430-- INSTALLATION ANCH.O,25 44 - BY OTHERS ro 1 1/4" MIN, FROM OPENING,NSNGSEANCHOR,SEE ANCHOR STRAPTG 4 I EMBEDMENT PLAN VIEW - ANCHOR S TRAP (P/N 50._2995-2) e - - REQUIREMENTS BELOW. PRECAST SILLBY OTHERS 3/ 16" ITY TAPCON 4 " ' 4 " ( A, HOR 5, ANCHORING REC" L>>,i!REMEN7S INSTALLATION ANCHOR i E s FOR INSTALLATION TO CON CRETE/M'N T,ASONRY, USE (Rj 3llb" STAP£ONSs+I 3(4" MI3+1 ° PER STRAP, MIN, 1-1/4" EMBEDMENT, MIN, 1-3/4' EDGE DISTANCE ! i o a s sss n EDGE DISTANCE S. FOR INSTALLATION TO METAL STUD, USE (4) 910 SELF-DRLLLSt*s..,ri SCREWS, GR. 5, PER STRAP. MIN, 3 THREADS PENETRA71QN, MIN, 3/4" EDGE DISTANCE C. FOR INSTALLATION WOOD, VSE (4} # 10 WOOD,'wI SCRES PER 51-RRP, 11,SN, fq VERTICAL SECTION 1-1/2" EMBEDMENT, MIN, !'EDGE DISTANCE. c, a z 5% SILL -CONCRETEJM,950TdRY LL CLV6 THROUGH FRAME [) 2 SHEET: o CXTEP,10R INTFkIOR J VERTICAL SEC71ON 6 IVIEETIING STILE SMALL,'FRAME -7777'LARGEFRAME REINFORCING 9-x=-p—lop REINFOk-IIING SEE BELOW FOR REINF SEE BELOW FOP PEINF REQUIREMENTS REQjIREMEN75. r 2 - ALUAiCNQM, SASH REIINFORCINIC, I— H, HORIZONTAL SECTION INTERMEDIATE FRAME MULLION L5REQUIRED FOR THE FOLLOwING 5rZE/RATINGS: 48 X 72, (O/X), pE3ICh PRESSURE -/- 35 P5F 36 X 34, (O/X)->ESI&tQ PRESSURE 35 PSF 38 X 74, (OIX), DESIGN PRESSURE 50 PSF 38 X 77, (O/X), DESIGN' PRE55UPE 35 PSF 72 X 84, {01X-OIX), DESIGN PRESSURE 35 PSF 76 X 72, (OIX-OIX,), DESIGN PRESSURE 50 PSF 108 X 62, (OIX-OIX-OIX), OESIrN PRESSURE -/-5C PSF 108 X 72, (OIX-OIX-OIX), DESIGN PRESSURE -/-50 PSF STEEL IN—,tPMEDIATE FRAME 1ARGE'PEINFORCING IS NOT REQUIRED FOR THE FOLLOW-ING, SIZE/RATINGS; 76 X 62, (OIX-OIX), DE51GN PRESSURE -/- 35 P5F r7" i - 57-t E L -TN7ERN-EDIATE FRAME 'SMALL ' REINFORCING L- IS NOT REQUIRE,) POP THE FOLLOWING SIZE/RATINGS, 76 X 62, (0/X-O/X), DESIGN PRESSURE /35 PSF ALL GLAZING CONFIGURA71ONS SHALL COMPLY VVITH SAFETY CLAZIW, REQ,IREPVENT5 OUTLIN E0 IN CURRENT F&C AND ASTM E '30' lLA5jL0A0 RESISTANCE. 5/ 8- O.A.G, GLASS EXTERIOR iNTFPIOP SITE 1/2' SE — Nr, BLOCK GLAZING DETAIL I NOTE: 1. LOCATION OF SUCK OR WINDOW ANCHORS MAY BE Ab3' V5 TED TO MAINTAIN I" MIN. CENTER TO CENTER! SPA CIVIIG BETWEEN ANCHORS SUCH THAT MAX, 0,C. 1 SPACING SPEaFIEO IS NOT EXCEEDED. IUCK MAY BE FLIL15H 11VITH FACE OF T HESLOCK. 114" ITW TAPCON ANCHOR 4" FROM CORNERS 16' MAX, D.C. THEREAFTER 2XWOOD SUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME, BY OTHERS mafq, EMBEDMENT 1 1/ 2'MIN. EDGE D15- ANCE 2' MINI. EDGE DISTANCE" CONCPETE/MASONRY BY OTHERS alJCK INSTALLATION DETAIL 4) SWD002- SHEET: 6 OF 6 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 V M 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954,399,8478 PH 954.744.4738 FX contact@ buildingdrops.com Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) 0 Florida Product Approval 6"' Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: I — D (Engineering Evaluation) Windows Single Hung Series 290014900 Single Hung Witidow PVC See Installation Instructions, SHID002 Prepared for: N, Prepared by: J I'lorida Professional Enginecr 9 73778 Date: 06/14/2017 Contents: Evaluation Report Pages I --- 4 Z Digitally signed by Henries F. Norero, P.E. Reason: I am approving this document Date: 2017,06.14 21:54:09 -04'00' 0xx%J11111111 F No Y o STATES 0 % Hermes/lOWM o, P.E. Florida No. 73778 BUILDING N n~—~ APerfect Solution inEvery Drop Certificate of Authorization: 29578 Product Category: Produc1Sub'Category Compliance Method 112101 State Product Approval Method (1)(d) Series 2900/ 4900 Single Hung Window FL#: FL19715 Date: 00/ 14/2017 Report No: 4875 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL 4 73778) for Silver Line Building Products based onMethod ld_o[the State ofFlorida Product Approval, Florida Department ofBusiness and Professional Regulation - Florida Building Commission. IMMMMEOM Hermes F. Noren\ 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 6t" Edition Florida Building Code. See Installation Instructions SVVDQO2 signed and sealed byHermes F,NorenzPl.(FL #7377O)for specific use pammeteo. 1. Thbprmdu& hasbeeneva|uatedandbincompUancewbhihe6mEdhionF|ohdaDuiNing Code, f__xcjudingthe "High Velocity Hurricane Zone" (HVHZ). I Product anchors shall beaslisted and spaced asshown ondetails, Anchor embedment into substrate material shall bebeyond wall dressing urstucco. 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 ofdrawing SVVDDO2require further engineering analysis byalicensed engineer urregistered architect. S. See Installation Instructions SVVD8O2for size and design pressure limitations. Hermes F. NonenzPI. Florida No. 73778 Page 2o/4 BUILDING p/0—_ APerfect Solution inEvery Drop Certificate of Authorization: 29578 FL#: FL19715 Date: 05/14/2017 Report No: 4875 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a quality assurance program audited byanapproved quality assurance entity through Window and Door Manufacturers Association (FBC Organization #: QUA2515). Performance Standards: The product described herein has been tested per Referenced Data: 0 AAMA/ VVDK8A/CSA1Ql/iS,2/A44O-OQ/1l L Product Testing performed by Architectural Testing FB[Organization # TSTl558) Report: Dated: B9241D1-109~ 47 5/18/2012 0329.02- I09-47 3/17/2014 0375.0I' I09-47 3/11/2013 0338.0I- I09-47 I/03/20I4 C7074.01- 1-09-47 6/17/2013 7875 01- 109-47 8/16/2013 9952.0I- 109-47 8/30/2013 D9358O1-109- 47 9/17/20I4 D9957 01- 109-47 9/16/2014 D9964 01' 109-47 I/05/20I5 E5610,01- 109-47 3/05/20I5 E56II,01- 109-47 3/03/2015 E56I2.01- 109-47 5/07/2015 E7244.01- 109-47 6/16/2015 E7250 0I- I09-47 6/16/2015 E92I9.0I' 109-47 10/21/I015 E9220.01- 109'47 10/21/2015 E92210I-109' 47 I0/28/2016 l Quality Assurance Window and Door Manufacturers Association FBCOrganization #:OUA2S1S) 3. PVC profiles meet requirements ofVVBMA/HaHK4arkVVD-6linaccordance with AAK8A3U3 Hennes F. Nmren\ P.E. Florida No. 73778 BUILDING r m p— A Perfect Solution inEvery Drop Certificate of Authorization: 29578 installation: 1. Approved anchor types and substrates are as follows: FL#: FL19715 Date: 06/14/2017 Report No: 4875 A. For two by (lX) wood frame substrate (Min. lG. = 0.55), use#8 PH Wood Screw OR ll Gauge Roofing Nails OR186Common Nails type wood frame anchors oFsufficient length toachieve minimum embedmentofl.5O"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 (K4in,IG.=O.S5),use #l0 PHWood Screw type nstaUahooanchursofsu[Gcient|eng¢htoachieveaminimumembedmentof1. 5O"into the wood substrate. 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 Tmpcontype concrete screw anchors nfsufficient length toachieve minimum embedment of 1.25" into concrete or masonry. For concrete (K8in. fc=30O0psi) o/masonry ( Conforms toAST&1C9O)substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors ofsufficient length toachieve minimum embedment of125" into concrete ormasonry. B. For steel stud substrate (Min 18 Ga, Fy = 33 ksi), use #10TEK PH or HVVH 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, Hennes F. Noneuz P.E. Florida No. 7377Q am KIS Home i Log In i user Pe, istration i 110t TOPICS 5UOMIt Surcharge Stars & Facts t irks SearchPublicationsFrICStar" bcls site -Aap dbProduct Approval " r USER: Pub'ic User jLiwzLL)n_LLt > Application Detail FL # FL13192-R5 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer, James Hardie Building products, Inc. Address/Phone/Email 26300 La Alameda Ste. 2,90 Mission Viejo, CA 92691 909) 349 -2927 pingshcng.zhuCmjamest-,ardic.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.cot'n Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave, Fontana, CA 92337 909) 349-2927 pingslieng.zhu@jamesl,,ardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Ernail 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pitia.,;herig.7htj@jamf,,strardie,com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report frorn a Florida Registered Architect or a Licensed Florida Professional Engineer - Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald 1. Ogavia 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 Sohn Southard, P.E. I Validation Checkilst - Hardcopy Received Certificate of Independence FLI 31G)2 R5 COI _R10 , Foinf'M atc., ot Referenced Standard and Year (of Standard) tandajd Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect EL13192 R! --1q, ,'I$ 'Z6 1 vii k, q Sections from the Code Product Approval Method Vlethad I Option D Date Submitted 08/09/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 un-m-rary of Products A FL # 1 Model, Number or Name _____j_l escripUon 13192,1 Cernplank Lap Siding fiber -cement lap siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ. Yes Impact Resistant: N/A Design Pressure: N/A Other. For use in HVHZ install in accordance with NOA 17- 0406,06 13192,2 i HardiePlank Lap Siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install it, accordance with NOA 17- 0406,06 Installation Instructions Q-26Fi3-_L/ Plant gLj NIELtal Frame p lff EL L3192 Plink - In ngle 1LJ,2df E,131192.RL-L -EBJRMQ 2 6,L-17-Pl®rik YhL 5-nfa-thm=ff EML912—R-9-11 NDAjZ_PA0_apdf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports F11319 R AE ED RI -'268-117-F113qL L,'Vo2d Metal Frame f ELI_U _91L,B—S A, E at k, 1x19- gth,ndf2-P St in _9 EL13 1192L -R5 -AE., -WAIL —1-Q -1Q'i Created by independent Third Party: Yes fiber -cement lap siding Installation Instructions F -11 JL92 R-5_Ll FF2 FR10-268,1-,1.7 Plank Wood M n-fl Era .p - -L -df EL-1 U2Z 5111. n-glet P" QMIL-Of EU3-1 II ER _6 ngj, ff Ujlik 91 FJL13192 R5 Ii OA, - B,Q6,A!C),ff Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: NoEvaluationReports Etj_19? 5 AD , FR,R1Q:1-U3--U Frpmeadf F L I 3 LQ2- R5 A- 1aRLQ -L-1: K - EI i I_U_ R 5 _AL Ef'LR LO - L( F 1 7 P arlK v hat na,.LtLLt F1, 13 92 R r AE N , )ta Lt1406,Q)gLf Created by independent Third Party: Yes 131923 11 lardloShingle Individual Shingles j fiber -cement individual cladding shingles Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ: Yes; Impact Resistant: N/A Design Pressure: N/A Other; Installation Instructions Jood M, a' E(g n FL13192 ....R5 jj_jjarqLeShinqle-T PAal . io 1, aclf Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports E!,"1, 3,1l):t2 Z5, i FR F a 7 E Created by Independent Third Patty: Yes 13192.4 Hardic.Shingle Panel 1 fiber -cement notched shingle panels (straight edge, staggered 1 edge, half round edge) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions IQ " S od M, J L 1---L,13 92 -9 11 --,R t,ZJLI Ln gd f I ---RIQ:2,02- E111122—R.5-- TIUAu Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports E( L3i 92 F R R 0 -_2 6 il me Lf 1 13192,5 1 Prevail Lap Siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 17- 0406,06 L81,1! 1D _1ci (I , 1, o Q, ) if Created by Independent Third =Iarty; Yes fiber -cement lap Siding Installation Instructions U FL-13 L22 ER R O-_2697- IZ Plank Shingle to I Li ) nfL_ _,e— QL-2 FL13192 R5 _11_fR RLQ 26L8 la RIK 1VSP S Lieathin"-Ldf H I it 9i R_5 11 NO I Z--P4Q(, 56j2df Verified By: Ronald I. Ogavea 24121 Created by Independent Third Party: No Evaluation Reports FI-13192 R5 AE 8-1-_ a kW ti Ni t U3 E—aae—Mof FL131192 --- R,5__M ER3,M-_ C-5.E _Elank h atlrLn Created by Independent Third Party: Yes F-L-71 Cqctart U_,, ;: it 01BIai `jid)fa i,1 Ii 399 Phone.24 The State of Firrida is an AAJEFO employer. forcuright 2,02 1 (La, :: Er v t "r 6—c""i 'fi-i'ds itP— _T— t! - -L pLilf if Under Florida law, ernail addresses are public reco,ds, If you do rot want your e-mall address released in ro.sI)01150. to a PLbiC-loCCrd, request, do rict 5,nd electronic mail no ths entity, Instead, con act the office by phone or by traditional rrai , If you have any questions, please contact R50,487.1395, *Pursuant to Section 455,2275(l), Florida Statutes, ede-uve October 1, 2012, licensees licensed under Chapter 155, FS, mr,st provide the Itepartniont with an email address if they have one. The ernai!s provided may be used foroffi,ol communication with the licarece. However email addresses are public record. Ifyou do not wish to supply a peisonal address, please prcnude the Department, with in email address which can be trade available to One public. To dctrulpi,- if you are a licensee under chapter 455, F,S., ease zqck b_q[g. Product Approval Accepts; T1 9:1 ii-a Ed M M 77 lorida Product Approval revai ITm Lap Siding For use inside HVHZ: 0 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. PREVA' Mt,cIFTFAMILY &UNG PROD1c La'p Siding INSTALLATION REQUIREMENTS- PRIMED AND FACTORY BUILT COLOR TREATED PRODUCTS EFFECTIVE FEBRUARY 2010 SMOOTH - TEXTURED INSTALL AND FINISH THIS PRODUCIf ENACCORDANCEwiTH APPLICABLE BUILDING COD -IS AND THE MANUFACTURER'S WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY OARRANTY. STORAGE & HANDLING: Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and corners from breakage, The manufacturer is not responsible for damage caused by improper storage and handling of the product A CUTTING INSTRU(;TIONS OUTDOORS 1. Position cifing station sothatwind will bkowdust away from user and others in working area, 2. Use one of the'allowing rethods: a, Best: I. Score and snap ii. Shears ( manual, oestic or pneumatic} Id, Bellustrecicing cicider saw ssupred with a H a diobodoTu saw dada and HEFXwtZm extraction Gad:c, nd: i. Dustre.dridirul circular saw with a Hardielblado saw his tw:v Loiter law to moderate cuftiicl INDOORS 1, Cut only using score and soon, or shears (manual, dedric 0, pneumatic). 2. position oulling station hooll-venflated area NEVcR use a power saw novels NEV r:`t use a crcular sawbtade hat area nrtarry the Harriiablade saw hace!radwiiark NEVER dry award- Use wet sitati,esw or HERA Vacutern Important Note: For maximum prolsorior{lowest respirable ci irciducitionja MancocIver roccoirrends alakigs cittag methods Where feasible, 14'08H-appowod respirators isin be used in caiunckon with above setting practices to further reduce dust exposures. Additional ercrosure Information isavaVribe at www.prevailsong.corn to help you deprunine the most a ' personals citthg method for your job requirements. If concern still casts about exposure, levels or you do act comply with. the above practices, you should always consult a ai.alifled Industrial ryge6st or contact the ganufacturer for further irks,roallart. SDR11105 GENERAL REQUIREMENTS: Prevail"' lap siding can be installed over braced wool or steel studs spaced a maximum of 24" coc. sheathing". Irregularities in framing and sheathing can mirror through the finished application. Prevail"' lap siding can also be installed over foam insulationrisheathing 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 insulationisheathing. Extra caution is necessary if power -driven nails (fasteners) are used for attaching siding over foam insulation/sheathing, A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. The manufacturer will assume no responsibility for water infiltration, 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 I" - 2" clearance between Prevail"' products and roofs, decks, paths, steps and driveways (figs, 4, 5 & 6). Maintain a 1/4" clearance between Prevail"' products and horizontal flashing (fig. 7). Ensure gutters have end Gaps, Maintain a minimum 1" gain between end caps and siding Figure 1 Double Wall Single Wall hig.K trim f , Construction Construction Installkickoutflashing at roof - wall junctions (fig. 9). water-ressfive bamer Adjacent finished grade must stood, away from the Wilding in accordance with local max. u or y-.cd "o' n" abuildingcodes - typically a minimumof6" in the first 10', 0 'bastlhrng Do not Install Prevail`"' products, such that they may remain in contact with standing water. Prevail To lap siding must be installed on vertical wall applications only. DO NOT use stain on Prevail "a 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 of the product in their design. These values can be found in the Technical Bulletin ' Expansion Characteristics of James Hardle'0 Siding Products" at vitawti.JamesHarche,com. A i zl INSTALLATION: JOINT TREATMENT Required for Factory Built Color Finarld, Recithrunranded for Parneor product) It is not to use cook at field butt joints. stud Figure 2 barrier 11JL 3, 18' from wk edge install planks in - rr /-I" Install factory finished edges together at butt joints. As required by local building code, "`Apply caulk in accordance with caulk inantrfacturers written application instructions. WAR -WIN -Go -AVOID BREATHING - SILICADUST let -tin bracing wamr-resuaive barrier Install 1 ly'slartersInp to ensure a consistent plank angle cave appropriate gap between blanks and rim, 1hen cairk— Provak" products contain restirabir, crystrifline arias, which is known to the State of Cal folinia to cause canter and is cansidtfurd by IARC and N10SH to he a cause of canccf from score occupational sources. Breathing exressive aM:nts of respirable sirca dust ain also cause a disaloarvi end potentially fatal' rig disease cared sic coas, and has been linked with other diseares. Scme studies suIicast amusing may more these risks, During krsla!b r hiand !no (1) work in outdoor areas vslh an'Ple vendee enli;iioion; (2; use finerCORT'nt shoots for cutting ci,, where .at feasible, uso a 1-radeibladell saw trade and Aur oducing tine car saw attached m a HEPA vacuum; (3) warn others in She immediate area: (4) wear a properiy-fit!ed, NJOSH-app,aved dust mask or residratoi fe,g. N 95) in accord ience with applicable goveirinte-it ragulatzcs and , manufacturer instructions tofiithine l,imt restorable silica exposures. Dunrrl clean-,ub, use HEPA vacuums or wet ciearu;) inettords - tracer dry sweep, [oriorer intoric0on, leer to air inslal;aron notruclions erne xiaso-ral Safely Data Sheet available at crow,prpvidaldin,occri or try noting 1-377-236-7526, FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO srirfous PFRSONAL MIRY OR DEATH. PR1007-P114 7i10 South CLEARANCES Install siding and trim products in Maintain o1"-2" Maintain a1^_Zclearance A1the juncture of the roof and vertical compliance with local building code clearance between betwmenpmvaU"' pmdodo auUfa000 flashing d countefflashing requirements for clearance between 'the Prevai|'wproducts and and decking material. shall heinda||adper the roofing bottom edge ofthe siding and the paths, steps and Figure manufacturer's instructions, adjacent finished grade. Figure driveways. Provide a1"-2''clearance between the wfor mo8ngand the bo omedge uf a Figure sidin8andtrim. Figure 77 joist flashing lap sidhg fashing Maintain a1/4"clearance between the bottom of Prevail Tla products and horizontal flashing. Dnnot caulk gap, Maintain aminimum1"gap between gutter end caps and siding & turn. gutter and and mp FASTENER REQU|REK8ENTSm fascia Figure K]CKOUTFLASM|QG Because of the vo'ume of water that can pour down asloped roof, one o[ the most critical flashing details occurs where aroof intersects omidewa|!. The roof must bmflashed with 119 step flashing, Where the roof terminates, install akiokoutNdeflect water away from the siding. iisbest hinstall mself-adhering membrane onthe wall before the suNasciaand ffim boa aa nailed pb_ c .and| hanuome back to install the kickout. U Figure 9, Kickout Flashing, To prevent water from dumping behind the siding andthe 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 bvthe previous course) isthe preferred method ofinstallation for all PrevailT', 1 lap siding products. Face nailing (fasteners exposed) should only be used where required for high wind areas and must not beused inconjunction vvithbUndnoUing.[onsu|tapp|icab|ebuilding 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 HardieTechnical Services if you are unsure of applicable compliance documentation, Figure 10 Figure 11 stud water - resistive overlap Minimum overlap barrier for Both Fac t and Blind Nailing blind nail Min fare nall U11 a barrier water-, sistivo barrier overlap Laminate sheet to be removed immediately after installation of each course for Factory Built C601- products, The illustration ( fiomoo) and associated text was reprinted with permission mTHE JOURNAL orLIGHT CONS TnucTmw.pn,uousc:v/mommnnw/ on. w,x*w°mmom.cmn, Alm oo:General Fastening nEqu/mmnnts. mwmm GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. The manufacturer recommends thi Nuality, hot -dipped galvanized nails. The manufacturer is not responsible for the corrosion resistance of fasteners, Stainless steel fasteners are recommended when installing Prevail"' products near the ocean, large bodies of water, or in very humid climates. PNEUMATIC FASTENING Preva IT11 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 Countersunk, Caulk & 0addnail do not under 00 NOT Figure A Figure B drive nails STAPLE CAULKING PAINTING For best resets use an Elastomeric Joint Sealant DO NOT use stain on Prevails"' products, complying with ASTIVI C920 Grade NS, Class 25 or Prevail" products must be painted within 180 higher or a Latex Joint Sealant complying with ASTIVI 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 C 1191 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 beads 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" SIDING AND TRIM PRODUCTS WITH FACTORY BUIL:r COLOR TECHNOLOGY When repainting Factory Built Color products, the manufacturer recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming!'s 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 CHART/ESTIMATING GUIDE (Please call 877-236-7526, option I for local availability) Number of 12' planks, does not include waste COVERAGE AREA PREVAIL- LAP SIDING WIDTH LESS OPENINGS so 5 1A 6114 71/4 71/2 8 8114 91/4 91/2 12 1SQ=100sq.flt (exposure) 4 5 6 6114 6 314 7 8 8 1/4 10 314 1 25 20 17 16 1s 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 a 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 2,33 224 207 200 175 175 130 115 375 300 250 240 222 214 188 1188 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 1167 19 475 380 317 304 281 271 238 238 171 20 Dos 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. The manufacturer does not assume responsibility for over or under ordering of product, RECOGNITION: Prevail ih° lap siding compliesASTM C1186 in so doing meets the Fiber -Cement Siding code requirements inthe 2006 International Building Coded Section 1401,10, 1405,15, and 11405,17.2; and the 2006 International Residential CodeR) for One- and Two -Family Dwellings Table R703.4and section R703,10,2, Consult James Hardie Technical Services for applicable product evaluations or code compliance reports. 3A 7/10 now c 2010 JH T L All reserved. TM, SM, and o denote Addifilonai Installation information, radenwks or regusterad trademarks of JHT(, Vk/arranties, and Warnings are available at PREVAR wvNi.prevatsiding.corn 1111"JUTAHR-Y WOqG H'C)"Aj(-!S P4/4 7/10 1/2l2018 Florida Building Code Online LCIS ` Nome Log In User Registration not Topics Submit Surcharge Stars & Facts Publications F6C Staff 6CIS Site heap Links Sear tproduct Approvaldbp'rf USER: Public User Fr `:?C-i t.._A..(73L5y>l .M "C!Si > M SS.,4r ?pal_ ;r n Sts3rttl > %!Ss?.t?n_..L!iI > Application Detail FL i# 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@aluminunicoilsif)c.com Authorized Signature Gareth Rahman grahiiian@aIuiTiinumcoilsinc.comaluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9742 PFrost@aIurT)ir)umcoilstnc.comalumir)umcoilstnc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Nardcopy 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 Validation Checklist - Nardcopy Received Certificate of Independence t L12194 R6_C4i AL(1SOg1.3 2?i7 Fk3C._Ev_aluaa pr Fti por 4 i i__Seff t_ fit) IIizdf 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:tfwww.floridabuilding.orgipr/pr_app_dti.aspx`>pararTi=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 1/2 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Florida Building Code Online 09/06/2017 09/06/2017 09/13/2017 12112/2017 12/15/2017 FL # Model, Number or Name 12194A Alumunum Coils Aluminum Soffit Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant: N/A Design Pressure: t80/-90 Other: See Evaluation Report for limits of use. 1 [description Aluminum soffit panels Installation Instructions l L12,19-4 R?~ I ALI`1`001,3 2017 FBC fvaluaticiri Q^ I St fEf4_fEnEi..4t'f Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports f L12194_ 12t At-' ALCt500 t.3 -4017 FBC_ry aluaho R(,;)ort %,24 Scfrf tc f r al,,p <f Created by Independent Third Party: Yes LQ-,-U- 41a :: , 60t Blair Stone Rond Tnll ha e Fl3 ,Q-2 Phone' &-Q-Aa—U+.Z4 The State of Florida is an AA/EEO employer. Q_ ri ht,_ j_5t f F rich :: Fn-vsy_`zt tement _: tbility Sa, ri n fP_._ : Re u_a__ - -mgnt 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 son electronic mail to this entity. Instead, contact the office by phone or by traditional read. 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 addr if they have one. The emails provided may be used for official COMMUMCation with the licensee. However emad addresses are public record. If you do not wi- supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen, under Chapter 455, FS., please click hem. Product Approval Accepts: F Cfedis Card Safe https:llwww.f1oridabuilding.orgtprlpr_app_dtl.aspx?param=wGEVXQMDquk24AUC%2fEHMrNrkL4bysAL4092sYQvu%2bwcrWmooed2jQ°laid%3d 2/2 CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: Manufacturing: Quality Assurance: SCOPE Category: Subcategory: Code Sections: Properties: REFERENCES ALUMINUM COILS, INC. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www, a I u rn J n U, ill cc i I s i n c, corn Tampa, FL Certificate of Authorization No. 29824 PRI Construction Materials Technologies (QUA91 10) Panel Walls Soffits 1404.5.1, 170910 Wind Resistance 17520 Edinburgh Dr Tampa, Fl- 33647 813) 480-3421 Issued September 1, 2017 Entity Re No Standard Year Certified Testing Laboratories (TST 1577) CTLA 1847VV AAMA 1402 2009 Certified Testing Laboratories (TS1 1577) 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 I This report is not for use in the HVHZ. Design wind loads shall be determined in accordance with FBC Section 1609, Soffits shall be labeled in accordance with FBC Section 1709,10, 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. Installations shall meet the minimum ventilation requirements of FBC section 1203.2, 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. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001,3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LTC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein ALUMINUM COILS, INCCREEKSoffits TECHNICAL. SERVIC-ES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 alLiMmUrn 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 R anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin,ft for the 'full vent' configuration and 11.1 in 21, in.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. Q LF ULL VENAT R _CKNIL- YQUT, 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 in 21, in.ft for the 'center vent' configuration. See Appendix D for dimension drawings. 1Z711$-QLj-D - 'MtEI AL.C15001,3 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, ITC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. A C R E E K FECiANICAL SERVI(.-ES, LLCON COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P,E. have demonstrated compliance with the Florida Building Code, 6tr Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. o vv R EN No 74021 STATE OF 0 R a/ONA\M""" 111111110"i' CERTIFICATION OF INDEPENDENCE 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 Linder 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. 1) APPENDIX A —Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC 15001,3 FL12194 R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, d 0 mTECnm/cAL SERv/CES.LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits The following notes shall beobserved 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, Z Refer toLwIIATIONs and sections ofthis evaluation when using the tab|e(s)below. 8, RehartoTN§TAUL2IONoectionoftkisreport0orinsta||ationgete||whentheinhznnabonisnotaxp|icit|ystatedfnrthese|ectedaosemb|y. 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 8PF (S.G. =O.42) 2x|umbec Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 3, Unless otherwise specified, the Masonry substrate shall conform toAGTM C SO. Substrate attachment shall be designed by others in accordance with FBCrequirements ! umeet the minimum design requirements for the project. 7. Typical fastening details are as follovvs ALC15001.o a. 1ZT4Soffit —12- inchoz. Fastener Fastener Location Location b, 1Z^ T4Soffit —4- incho.c. Fastener Fastener Fastener Fastener Location Location Location Location c 1O^04Soffit —16-inoho, c Fastener Fastener Location Location R-1z1e4- R8 Page 1of8 This evaluation report is provided for State ofFlorida product approval under Rule61820. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation. recommended use or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d, 16;' 04 Soffit — 8-inch o.c. Fastener Location EMMM Fastener Location re". wSmimmummamprEMEM ALUMINUM COILS, INC Soffits WHIMEM Wall Connection Eave Connection System Panel MDP No. Width W Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 3/16- 12F-1 16-inch Wood min, 1,25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail 40'0 24-inch a c. 0, C, spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min 1 3/4-inch long x 12F-2 Max. 16-inch64.2 Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c , 0.072-inch dia. x min. 1/4-inch head dia. trip nail spaced 48- 48 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min, 1 3/4-inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001 3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty. installation, recommended use. or other product attributes that are not specifically addressed herein. C R E E K TECHNICAL SERVICES. LLC Approved Systems for 12-inch overhang with J-Channel ALUMINUM COILS, INC Soffits Appendix A Wall Connection Eave Connection System Panel MDP No, Width psf) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three 3) min. 3/4- One (1) min. #8 x 1/2-inch inch x 1/4-inch crown One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 max Wood long x 3/8-inch head diameterstaplesindiamond Wood 1/4-inch crown staple 0 072-inch dia, x min. 1/4-inch +48 16-inch screw spaced 16-inch a C. pattern spaced 24- spaced 8-inch oc head dia. trip nail spaced 48- -64.2 connecting soffit to J-channelincho.c. inch o,c. 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 go. 5/8-inch long T nail Vlood 1 -inch leg staple spaced max. 0.072-inch diameter finishing nail with min, 3/16- 53.3 12-inch spaced max. 8-inch o.c. 4-inch o c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min, 1.75-inch x Max, Three (3) 18 ga, 1/4-inch crown x 1- 1-inch leg staple spaced max. 0 072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Nood 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 I 12-inch o.c. One (1) 3/8-inchhead dia. nail. min. One (l) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long 16F-3 Max, Wood I .25-inch embedment spaced 24- Wood crown staple spaced 16-inch x 0.072 inch dia. x min. 25.6 16-inch inch o.c. 0.c. 3/16-inch head dia. trim nail 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 FL1 2194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty. installation, recommended use. or other product attributes that are not specifically addressed herein, r"R E E K ALUMINUM COILS, INC Soffits TECHNICAL SERVICES. LLC Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1,75-inch x Max, 16F-5 Masonry One (1) 14 ga, 5/8-inch long T nail 1-inch leg staple spaced 4-inchWood 0.072-inch diameter finishing nail with min. 3/16- ±43.3 16-inch spaced 8-inch o.c, o c and securing each panel inch head spaced lap 16-inch o c. One ( 1) 18 ga, 1/4-inch crown x One ( 1) min 1.75-inch x Max, Three (3) 18 ga, 1/4-inch crown x 1- 1-inch leg staple spaced 4-inch 0. 072-inch diameter 16F- 6 16- inch 'v', Iood inch leg staples in diamond pattern 11vood o. c. and securing each panel finishing nail with min. 3116- ±43.3 spaced 16-inch o.c. lap inch head spaced 16- inch o.c. System Panel Wall Connection Eave Connection MDP No, Width psf) Substrate J- Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One ( 1) min. 1 3/4-inch Max. Three ( 3) min, 3/4-inch x 1/4-inch One ( 1) min 3/4-inch x 1/4-inch long x 0.072-inch did. x 23.5 16J- 1 16- inch Wood crown staples in diamond pattern oWood crown staple spaced 8-inch o.c. min, 1/4-inch head dia. trip 31.4 spaced 24-inch o.c. I I I nail spaced 48-inch O.C. AALC 15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK COIL S, INC Soffits TECHNICAL SERVICES. LLC 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 !-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Vvlood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 80/-90 diamond pattern inch x 7d ring One (1) min. 1 75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One 1) 18 ga. 1 /4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood l- eg staple spaced 8 finishing nail with min. 76,6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1 .75-inch ihnco.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 spaced 8- finishing nail with min, finishingstaple76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min, 1.75-inch inch o.c. 3/ 16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC15001, 3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 ALUMINUM COILS, INC Soffits TECHNICAL SERVICES,. LLB 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 / -inc crown x 1 -inch leg Nominal 1x2 staple securing the No,2 SYP nailer of each female Three (3) 18 gaA/4- anchored to lock or spaced One 1) 18 ga, 1/4- One (1) min. 1.75-inch x Max, inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1 -inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- each panel lap ',Nood leg staple spaced 8- finishing nail with min, +80/-60 diamond pattern inch x 7d ring inch o.c, and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min 1,75-inch each panel lap 16-inch o.c 24-inch o.c. x 0,072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga,1/4-inch crown x 1 -inch leg staple securing the Nominal 1x2 nailer ofeach female One (1) min. 1.5- No.2 SYR 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 Wood smooth shank rafter with one each panel lap \,Nood leg staple spaced 8- finishing nail with min. +80/-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 a c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC 15001.3 FL1 2194-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, TECHNICAL S—ERVICES. LLC Approved Systems for 24-inch overhang with F-Channel ALUMINUM COILS. INC Soffits Appendix A Wall Connection Center Connection Eave Connection System Panel MDP No. Width W Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 go. 1/4- One (1) min, 1.75-inch x One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter Max. 2417-6 Masonry inch long T nail rafter with one Weachpanellap 'Wood leg staple spaced 8- finishing nail with min. +80/-60 16-inch spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0,072-inch diameter finishing nail vvitri min. 3/16-inch head spaced 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, of other product attributes that are not specifically addressed herein. ALUMINUM COILS, INCCREEKSoffits TECHNICAL SERVICEs. LLC Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No, Width Psf) J-Channel Fascia CapBattenBattenPanelAttachmentSubstratePanelAttachment Attachment Attachment Norninal 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 a c anchored to ga 1/4-inch crown through the rafter securing each panel One (1) 18 ga, Y, One (1) min, I 75-inch Max. rafter with one x 1-inch leg into the end of the lap xinchcrown 1 -inch x 0.072-inch diameter 24J-1 12-inch (1) min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. t6o inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch O.C. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed 1) 18 ga.1/4- One !1) 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.1/- anchored to ga 1/4-inch crown through the rafter spaced 16-inch o,c inch crown x 1-inch One (1) min. 1,75 -inch Max, rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch (1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min, 1,75- lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c, 24-inch ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVlCES, LLC INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum ALUMINUM COILS, INC Soffits 23 pressures limitations. ALC1 5001 .3 FL1 2194-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. of other product attributes that are not specifically addressed herein. REEK TECHNICAL SERVICES. LLC System No, I Installation Detail 3/4" X 1/4' ' , CROWN STAPLES USING A D"OND PATTERN I F" CHANNEL SAN BE INSTALLED WrlH THE NAILING FLANGE UP OR DOWN 1-3/4- TRIM. NAJLJ PAJNTEO S.S. 48' 0'c. SOFFIT-'; X, 1'2 ALUMINUM COILS, INC Soffits NEEMM OPEN ER SVr BErTAPUSWEEN SOFFIT STAPLE RAFT 21AMOND PATTERN DETAIL STAPLVS FACLA BOARO 3/4- X 1/4- CROWN STAPLE '8' ON CENTER SOFFIT RZIR39.9mm FASCIA CAP 3/4" X 1/4" CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use. or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICEO. LLC System No. I Installation Detail Iffliummom 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIANIOND PATTERN ALUMINUM COILS, INC Soffits 93IMEM T STAPLE S"APUS SQFFI DIAMONDPATTERN FACLA BOARD i ---4 . /r BETWEEN ` 2ETAHL STAPILES FASCLA CAP 3/4- X 1/4- CROWN FACIA BOARD STAPLE "8' ON CENTER 1-3/4,- LTRIMNAILJ-CHANNEL 1-3/4' TRIM NAJL-J PAINTED S.S. 4 FY P AJNTED S.& 48' FASCIA CAP -x O'C' X3/4 1/4 CROWN STAPLE SOFFIT-nli SOFFIT OFFIT & FASCIAWOODORBLOCK SUBSTRATE DELII 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, sm ALUMINUM COILS, INCFggiv"j CREEK Soffits TEC-HNICAL SERVi-CES, LLC Appendix B 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. S, INCALUMINUMCOILS, TECHN1ICAl- SERVICES. LLC Appendix B ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 3/4" X 1/4' _-, CROWN STAPLES USING A CIAMONQ PATTERN i F_ CHMNEL CAN BE INSTALLED WITH THE NAJUNG FLANGE UP OR DOWN 1-3/4- TRIM NAJLj PAINTED S.S. 48' OC. SOMT- ALUMINUM COILS, INC Soffits wz•. OFFIT STIAPILI" OPEN RAFTER STAPLES DIAMONDPATTERNI DETAIL STAPLES FACIA BOARD zm 3/ 4- X 1/4- CROWN STAPLE "8" ON CENTER 1-3/4" TRIM NAIL PAINTED S. S. 11 FASCIA CAP 3/4- X 1/4- CROWN STAPLE 50FEIT & FASCIA DETAIL ALC 1500 1, 3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does riot express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, ALUMINUM COILS. INC SoffitsCREEK TECHNICAL SERVICES. LLC Appendix B ALC 15001.3 FL1 2194-R6 Page 7 of 12 This evaluation report, is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes of quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty. Installation, recommended use. of other product attributes that are not specifically addressed herein. CREEK AL SERV CES. LLCTECHNIC- M MINMENUM 3/4- X 1/4- CROWN STAPLE _24- ON CENTER USING A (NAMOND PATTERN CHANNEL 1-3/4' TRIM NAt_j PAINTED S.S. 48- O.C. L FOFFIT—s ALUMINUM COILS, INC Soffits STAPLES SOFFIT STAPLE DIAMOND PATTERN r2ETAIL, FACIA BOARD _N ,3/9' RETVEE STAPLES AFASCIACAP 3/4- X 1/4- CROWN STAPLE '8" ON CENTER 1-3/4" TRIM NAIL PAINTEO S.S. 99= FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001 3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty. installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAI- SERVICES, LLC System No. I Installation Detail USING A DIAMOK PA TERN, RE FR T' SOFFIT 1, T APLI DIAMOND PA TEPt 01 TA WOO Sk BSTPA7E ALUMINUM COILS, INC Soffits Appendix B I T R}M NAIL ------ - ---- FASCIA BOARD ttt 1,,- FAS(!A CAP SOFnT CROWN STAPLE FASCIA sCARD SOFFIT F FASCIA OETAIL FASCIA CAP, Ru'ER TO SOFFIT I FASCIA DE T A;L SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 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. S, INC C ALUMINUM COILS, Soffits A' m TECHNICAL, SERVICES. LLC Appendix B ALC1 5001,3 FL12194-R6 Page 10 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. CRE EK ALUMINUM COILS, INC Soffits rECHNICAL SEFFRVIr3ES. LLC Appendix B ALC15001,3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for v&ch this report is valid, This evaluation report does not express nor imply warranty, installation, recornmended use, or other product attributes that are not specifically addressed herein. aCREEKja TECHNICAL SERVICES. LamC 24J-1 & 24J-2 STAPLES USIN6 A C AMONP PAT7ERN, RUES TO SOFFIT STAPLE MAMONG PATTERN OETAU WOOS SUBSTRATE j Tpim :,IAIL PAN TEO S.S. 1, sys f. f"— f!) 71' he end o be DWIe,271 11"C Irl-k PM CANT! EVEREP, FASCIA 3OAF. 3 j' CROWN STAPLE FASCIA CAP REFER SOFFIT X FASCIA OE ?AIL SOFFIT. IgAX 74 ALUIAINUM COILS, INC Soffits Appendix B FASCIA E0ARS FASnA CAP I-q- CROWN SAPLS SOFFIT & FASCIA DETAIL SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. C T'EC*w AL SERVICES, DESIGN WIND LOADS ALUMINUM COILS, INC Soffits The following tables provide design wind loads for components and cladding inaccordance with Section1609 of the FBCand ASCE7-1Ounder the following provisions: 1, ' Wind speeds for risk category 1, 11, 111, and IV buildings shall be as defined in Section 1609 of the FBC 2. Exposure B.C.and Dshall Ueeudefined insection 16O9ofthe FBC. 3, Design wind loads are provided only for walls/soffits with o mean roofheight less than orequal kz6O'ft. 4. All calculations are based oneneffective wind area of1O-ft^orless, 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Ru=O,O5 7, V.n 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 S. Zones 4and 5shall bedefined usshown 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. Fos*-RO Page 1 of 4 This evaluation report isprovided for State o/Florida product approval vnuernv|e8) GzD-3. The manufacturer shall notify CREEK Technical Services, LI-C of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, mntanmUon, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INCCREEKSoffits TECHN CAL SERVICES, LLC Appendix C Wind Pressures for Soffits in Exposure B Mean Basic Wind Speed Building 180 Zone Roof Type Height (ft) 1:2 0120 13-0- 140 1-50"l 60 170 190 200 20 1 6916.9 19.8 22 9 26.3 30_.0 33.8 3T9 42.2 46.8 25 16,9 19.8 22.9 26,3 30.0 33,8 3T9 42,2 46,8 30 16.9 19.8 22.929 26.3 30,0 33,8 37,9 42,2 46.8 4 40 18,3 21.5 24.9 L 28 6 32.5 36,7 41,2 45.9 50,8 50 19.5 229 26,5 30,5 34.7 39,1 43,9 48,9 54,1 Enclosed 60 20.5 24.0 J_ 27.8 32.0 36.4 41.1 4&0 51.3 5&8 Negative Loads) 20 20,8 24,4 28.3 32,5 370 417 46.8 52,1 578 25 20,8 24.4 283 32.5 37.0 41 7 46, 52.1 57.8 30 T8 24A 28.3 32,5 3t7O 4 1' 7 46 8 52,1 57,8 5 40 22.6 26,5 307. 35.3 401 453 50,8 56,6 627 50 24,1 28.2 32.8 37,6J' " 4284" 0 48.3 541 603 66.8 60 25,3 29,6 34 4 LL3 L95 Lj 449 507 56.8 633 70,1 20 10,8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 300 25 :::l 0 8 1 12 7 14,7 16,9 19.2 21.7 243 271 30.0 30 10.8 11 127 147 16.9 19.2 217 243 271 30,0 4 F40 11.7 13.8 1 16.0 18.3 20.8 23,5 26A 29,4 32.5 50 12,5 147 17,0 19.5 22.2 25.1 28,1 313 34,7 Enclosed 600 13.1 15.4 17.8 20.5 23,3 26,3 29.5 36.4 Positive Loads) 20 10,8 12 7 14.7 16,9 19.2 j 21.7 24,3 271 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 14.716.9 19.2 21.7 243 27.1 30.0 5 40 11,7 13 8 16,0 1813 208 23,5 26,4 29.4 32-5 50 12.5 14-7 17.0 19.5 22.2 251 281 31.3 34.7 60 13.1 15.4 17.8 20,5 233 263 29,5 32,9 36.4 j ALC15001,3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61,320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, f" CREEK ALUMINUM COILS, INC Soffits 1 ECHt'41CAL. SERVICES. LLC Appendix C_ Design Wind Pressures for Soffits in Mean BasicWind_Speed mph) Building Zone Roof Type htft 120 130 140 150 160 170 180 190 200 te 20 21 7 L_-2 5.4 29,5 33,8 3&5 5 48,7 54.3 602 25 226 1 26,6 30.8 35,4 40.2 45A 50,9 56,7 62.8 30 23,6 27.7 32.1 36.9 41,9 47,3 53,1 59.1 65,5 4 40 25,0 29A 34.1 391 i -44.5 50.2 56.3 62.7 69.5 50 26,2 30,8 357 41,0 46,6 52.6 59,0 658 72,9 Enclosed 60 27.2 31,9 37.0 42.5 48,3 1- 54.6 61,2 68.2 75,5 Negative Loads) 20 267 3114 36A 41.8 47,5 53,7 602 67,0 743 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 58A 65,5 I 73,0 80,9 5 40 30,9 363 42,1 48.3 54.9 620 69-5 77,5 85,8 50 32.4 38.0 4411 50.6 57.6 65.0 72,9 81,2 89.9 60 3 ' 3.6 39A 32,5 59,7 67.4 75,5 912 20 139 16.3 18.9 21 7 24.7 27.9 31,2 84,2 34.8 38,5 25 14.5 17.0 22.6 291 32,6 363 40.3 30 15.1 17,7 19,7- 20,6 216 25,8 26,9 30.3 34,0 37.9 420 4 40 16.0 188 l 21.8 25.1 28.5 32.2 36,1 40.2 :: 44,5 50 16,8 19.7 22.9 26.3 33.7 37,8 42,1 46.7 Enclosed 60 17.4 20.5 217 27.2 29,9 31.0 35.0 39.2 43. 7 48,4 Positive Loads) 20 13,9 16.3 1&9 21,7 24.7 27.9 31,2 34.8 38,5 25 14.5 17,0 19,7 22.6 25,8 29.1 32.6 363 40.3 30 15.1 1T7 20.6 23.6 26,9 303 34,0 37,9 42,0 5 1 40 16,0 18,8 21 1_2 5 1 28,5 32.2 36 1:::: 22 44,5 50 16.8 19.7 22,9 263 29.9 33-7 37:8: 40, 42 11 46,7 60 17.4 20,5 237 27,2 31.0 35,0 39,2 I 437 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. 7 vt CALUMINUMREEK COILS, INC Soffits TECHNICAL SERVtCES. LLC Appendix C Design Wind Pressures for Soffits in E MeanMean Basic Wind S eed m h Building Zone RoofRoof nType120 130 140 150 4; 160 170 180 190 200 Height(ft)Fgt(ft 20 26.0 j -30,5 35.4 40.6 4622 1- 58,5 65.2 72,2 25 27,0 1 -31,6 367 42,1 1 47,9 54.1 60.6 67.6 74.9 30 27,9 32,8 38,0 416 49.6 56,0 62,8 70,0 77,5 4 40 29,4 34.5 40,0 45,9 52,2 58.9 66,1 73.6 81,6 50 30.6 35.9 41.6 47,8 54.3 613 68,8 76.6 84.9 Enclosed 60 31.5 3TO 4Z9 49.3 56.1 633 70,9 8T6 Negative 20 32.1 37.7 437 50,1 57,0 64,4 I 72.2 79.0 80A 89,1 Loads) 25 33.3 11 -39.1 I 453 52,0 59.2 66,8 74.9 814 92.4 30 34.5-_ 40.4 469 53.8 61 .3 77.5 86.4 95.7 5 40 36 5-2-- ±J 2 49.3 56.6 64.4 69.2 72 7 81,5 90.9 1007 50 37,7 1 -44,3 51,4 58,9 67.1 757 84,9 94,6 104,8 60 38.9 1 -45.7 53.0 60.8 69.2 78,1 87.6 97.6 108.1 20 167 19.5 22.7 26.0 29.6 314 37.5 41.7 463 25 173 j , 31 23.5 1 27.0 30,7 347 38,9 433 4&0 30 17,9 21.0 i 243 27.9 31-8 35.9 40.2 8 1 49 7 40 18.8 22.1 25,6 29.4 314 37,8 42,3 47.2 52,2 50 19,6 23.0 267 30,6 34.8 393 44,1 49.1 54,4 Enclosed 60 20,2 23.7 27.5 31.6 35,9 40,5 45,4 50,6 561 Positive 20 16,7 19.5 22,7 26.0 29,6 33,4 37,5 417 463 Loads) 25 173 12 0, 3 215 27,0 30.7 34,7 38,9 43.3 48,0 30 1T9 1 21.0 243 2T9 31.8 35 9 40,2 44.8 1 497 5 40 18.8 22,1 25.6 29,4 33.4 37,8 42.3 47,2 52,2 50 19,6 1 23,0 26.7 30.6 34.8 393 44.1 49.1 54.4 60 20.2 ------- -2 --21.7 27.5 31,6 1 35.9 50.6 56 1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. R E E K TECHNICAL SERVICES, LLC rim 3/8" ISOMETRiC VIEW I 0111E TP,'-,,E-± ALUMINUM COILS, INC Soffits affammm ALC 150013 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. AN CREEK TECHNICAL SERVICES. LLC 1/8" HEM D 3/4" 7 / 8 " J--a- 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits UMMMEM ALC 150013 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-34 The manufacturer shall notify CREEK Technical Services. LLC of any product changes of quality assurance changes throughout the duration for which this report 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 I= -E!S LLCTECHNICALSERVIC 16" Q4 Soffit 15 : BLANK 3 / 8 PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC 15001 . 3 I'Ll 2194-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. N C R E E K TECHN CAL SERVICES. LLC 3 1/8" 5/16" 3/ 1IM 7/8" 1 3 1/8" 112' / \,—/ \ 1/2" 1/2" 112" 1INSIOMMM 430=2133M 1/ 2" 3/8" 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. k.,REEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: Manufacturing: Quality Assurance: SCOPE ALUMINUM COILS, INC, 5001 West Knox Street Tampa, FL 33634 813) 249-9743 Tampa, FL Certificate of Authorization No. 29824 PRI Construction Materials Technologies (QUA91 10) 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 BUMMEM Issued September 1, 2017 Category: Panel Walls Subcategory: Soffits Code Sections: 1404.51, 170910 Properties: Wind Resistance REFERENCES Entity Resort —Nei. — Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076VV 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 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 there 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 ALIJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the mr-irrhUrn 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 um|wu COILS, INC @° gvnus TECHNICAL. SERv|CsS.LLC PnooucT DeScm/pnows 3/8^F'Chonnd Preformed nomina|O.O16-inohthick. 3105H-14aluminum F-channei See Appendix Dfor dimension drawings, 318~JI- Channm| Preformed nominal OD1O-inchthick, 3105 H'14 aluminum J-channel. See Appendix Dhx dimension drawings. Fascia Preformed nominal O,U1S-innhthick. 81O5H-14aluminum fascia. See Appendix Dfor dimension drawings, 1R`Q4Soffit Pnahznn*d nominal 0D135-inch \bioh. 2105 H-14 aluminum soffit | provided in 16- inrh sections. The net eevenU|mUon areas are 22.3 in^8inftfor the 'full vent' configuration and 111 in^/|in. ftand for the 'center vent' configuration. See Appendix Dfor dimension drawings. j§jFQLLYLN o 1 12" T4Soffit Preformed nominal 0.0135inoh Uhink, 3105 M-14 aluminum soffit panels provided in 12' inoh sections. The reported net free ventilation areas are 12.5 in^8in.ftfor the 'full vent' configuration and 4.2 in^/|in,ft for the 'center vent' configuration. See Appendix D for dimension drawings. 1Z"-L,-VLN1 Y-Uo 1 RAIN 1 REEK L TECHNICAL SER4it`E. , L_L 'l 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. ggqlfltlJAJtJJJ No 74021 C: 13 STATE OF C JJi61flt CERTIFICATION OF INDEPENDENCE 2017.09.01 Z 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. 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, Thisevaluation report does not express nor imply warranty, installation. recommended use, or other product attributes that are not specifically addressed herein. TECHm/CALSERwCES.LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits The following notes shall b*observed when using the assembly tables below. 1 Maximum Design Pressures (MDf) were calculated using a15:1margin ofsafety per FBCSection 1404.5.1 2 RehartoLwIZA' nONsandsectionsofthineva|uaUonwhenuuingthetab|e(s)bo|ow. 3, Refer to TNSTALLATION 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. = 042) 2r|umber, Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. O, Unless otherwise specified, the Masonry substrate shall conform toA8TM C 80. Substrate attachment shall bedesigned by others in accordance with FBCrequinaments to meet the minimum design requirements for the project, 7, Typical fastening details are asfo||mws a. 1ZT4Soffit — 12-inoho.c Fastener Fastener Location Location Fastener Fastener Fastener Fastener Location Location Location Location This evaluation report is provided for State of Florida product approval under Rule 61G20-3, The manufacturer shall notify CREEK Technical Services, LLOo/any product changes or quality assurance changes throughout the duration for which this report is valid. This evalUation report does not express nor imply warranty, installation, recommended use. nrother product attributes that are not specifically addressed herein. d CREEK TECHNICAL SERV CES. LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location Fastener Location Fastener Location I ALUMINUM COILS, INC Soffits WM3 Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width W Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) min. 3/8-inch head did. nail, One (1) min. 3/8 x 3/8-inch One (1) min, 1 3/4-inch long x l 12F-1 Max, lNood min125-inch embedment spaced Wood cwn staple spaced 16-inch crown 0,072- inch dia. x min. 6- 40.0 16-inch 24-inch o.c, 0.c. inch head dia. trim nail spaced 36- inch o.c. Three (3) min, 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-2 Max, 16- inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072- inch dia. x min. 1/4-inch head did. trip nail spaced 48- 48 64. 2 spaced 24- inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 1 2F- 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. A CREEK TECHNICAL SERVICES. LC Approved Systems for 12-inch overhang with J-Channel ALUMINUM COILS, INC Soffits Appendix A Wall Connection Save Connection System Panel MDP No. Width psf) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- One (1) min. #8 x 1/2-inch inch x 1/4-inch crown One (1) min 3/4-inch x One III min. 1 3/4-inch long x 12J-1 Max. Wood long x 3/8-inch head diameterstaplesindiamond Wood 1/4-inch crown staple 0.072'-inch did, x ruin. 1/4-inch +48 16-inch screw spaced 16-inch o.c. pattern spaced 24- spaced 8-inch o.c. head dia. trip nail spaced 48- -64.2 I connecting soffit to J-channelincho.c. I inch o.c. I 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 Nood 1 -inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- t53,3 12--inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c, One (l) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga, 1-inch leg staple spaced max, 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 I 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 6.072 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. ALC15001,3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use. or other product attributes that are not specifically addressed herein. S, INCCOILS, Soffits TECHNiCAL SERVICES. LLC Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No, Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 go. 1/4-inch crown x One (1) min. 1.75-inch x Max One (1) 14 ga. 5/8-inch long T nail 1 -inch leg staple spaced 4-inch 0.072-inch diameter 16F-5 16-inch Masonry spaced 8-inch o.c.' J'Voocl o.c. and securing each panel finishing nail with min. 3/16- 43.3 lap inch head spaced 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max, Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced 4-inch 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- 413 spaced 16-inch o.c, lap inch head spaced 16-inch o.c Wall Connection Eave Connection System Panel MCP 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 Max. 16J-1 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 I nail spaced 48-inch o.c. ALC 15001,3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes of quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS. INC Soffits TECHNICAL SERVICES. LLC Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width W Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap AttachmentAttachment One (1) 18 ga,1/4-inch Nominal 1x2 crown x 1-Inch leg No.2 SYR staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (l) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 80/-90 diamond pattern inch x 7d ring One (1) min, 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o,c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga. 1 /4-inch crown x 1 -inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No,2 SYR 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min, 1.75-inch x Max, inch x 11 go. anchored to each panel lap inch crown x 1 -inch 0.072-inch diameter 801 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.. c 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staple spaced No,2 SYP 12-inch o c, securing One (1) 18 ga. 1/4- One (1) min. 1,75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0,072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. I ALC 15001,3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approvalpproval 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 Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga, 1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1 .75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c, securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in min, 1) 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One ( 1) min. 1.75-inch each panel lap 16-inch o.c. 24- inch o.c. x 0.072-inch diameter finishing nail with min. 3/ 16-inch head spaced 4- inch o c. One ( 1) 18 ga.1/4-inch crown x 1 -inch leg staple securing the Nominal 1x2 nailer of each female One ( 1) min, 1 5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga anchored to 16-inch o.c. securing inch crown x x1-inch 0,072-inch diameter 24F- 5 16- inch 'Alood 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 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, 0 f REEK ALUMINUM COILS, INC Soffits isAfill TECHNICAL SERVICCES. LLC Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga,1/4-inch crown x 1 -inch leg staple securing the Nominal 1x2 nailer of each female No,2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) rnin. 1.75-inch x One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1 -inch 0.072-inch diameter Max, 24F-6 Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. +80/-60 16-inch spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1 75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 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 ALUMINUM COILS, S, INC Soffits I-ECHNICAI- SERVICES, LLC Appendix A Approved Systems for 24-inch overhang with JI-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) J-Channel Fascia CapBattenBattenPanelAttachmentSubstratePanelAttachment 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. 1,14-inch crown through the rafter securing each panel One (1) 18 ga. I/.- One (1) min. 1.75-inch Max, rafter with one x 1-inch leg into the end of the lap inch crown x 1 -inch x 0.072-inch diameter 24J-1 12-inch 1) min, 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. 60 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1,75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o,c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c, , Nominal 1x2 No,2 SYP scabbed One (1) 18 ga. 1/4- between rafters with inch crown x 1 -inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each Nat SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 gal anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0 ' 072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c, ring shank nails toe- One (1) min. 1.75- lap 16-inch o.c 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max, inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC 15001,3 FL 1 2194-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. ALUMINUM COILS, INC4—' C R E E K Soffits TECHNiCAL SERVIC—ES,, LLC Appendix B INSTALLATION Note - Refer to the APPROVED SYS TEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. 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 of quality assurance changes throughout the duration for which this report 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 SERV CES. LLC 3/4" X 1/4' ---, CROWN STAPLES USING A DbWOND PATTERN F' CHANNEL CAN BE INSTALLED WITH THE NAILING FLANGE UP OR DOWN 1-3/4' TRIM NAIL PAJNTED S.S. 48' O.C. SOFFIT-`aX ALUMINUM COILS, INC Soffits MMMMMM OPEN 31fr XTVEEN SOFFIT STAPLE RAFTER STAPLES 21AMOND PATTERN 3/1' bETVEYN/ ) TETAIL STAPLES FACIA BOARD 11 Uffinamm 3/4- X 1/4- CPOWN STAPLE W ON CENTER 1-3/4- TRIM NAL PAINTED S.S. Kam 19NEIR11=11 FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL 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. ALUMINUM COILS, INC E ' I-- CREEK Soffits TECHNICAL SERVICES. LLC Appendix B System No. 1 Installation Detail OPEN RAFT ER TSOFFIT STAPLE SAPLES CAST Q,I ,AM0NQ PATTERN TAIL FACIA BOARD RETWEE" STAPLES3/ 4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP jI 12J-1 3/ 4' X 1/4" CROWN NAIL STAPLE ' 8' ON CENTER 1-3/4' TRIM NAIL FACIA BOARD CK04NEL 1 —3/4' TRIM PAINTED S.S PANTED S.S. 48' FASCA W d 3/4" X 1/4' CROWN STAPLE SOFFIT WOOD OR BLOCK 5 QFFIT & FA S Q I A SUBSTRATE Q 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. S, INCALUMINUMCOIL CREEK Soffits ES, LLCTECHN11CALSERV(- Appendix B ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided to,, 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. S, INCALUMINUMCOILCREEKSoffitsv TECHNICAL SERVICES,, LLC Appendix B ALC 15001,3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product chafiges of quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, S, INC Soffits TECHN11CAL SERVICEE-3. LLC Appendix B System No. Installation Detail SOFFIT STAPLE OPEN RAFTER STAPLES I C3/RO4" X 1/4P' 17 ES 1fTAI L 3,"r BETWEENUSINGADIAMONDSTAPLES PATTERN FACIA BOARD FASCIA CAP 16F-4 3/4- X 1/4- CROWN 1-3/4' TRIM NAL FACIA BOARD STAPLE 'S" ON CENTER 4 TRIM NAJL' oL, CHANNEL CAN BE 1-3/4- TRIM NAIL PAINTED S,S PA1t-4TED S.S. 48' INSTALLED WITH THE 0 CAP NAILING FLANGE UP OR 3/4- X 1/4- DOWN CROWN STAPLELSOFFIT - WOOD SOFFIT SUBSTRATE 50r-flT & FASCIA DETAIL ALC 15001,3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installationrecommended use, or other product attributes that are not specifically addressed herein. S, INCALUMINUMCOIL OW R E E K Soffits TECHNICAL SERV CES. LLC Appendix B 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. C EKRE TECHNICAL SERVICES. LLC System No. I Installation Detail Immulmlim 3/4- X 1/4- CROWN STAPLE _24- ON CENTER USING A DIAMOND PATTERN CHANNEL 1-3/4' TRIM NAJL PAINTED S.S. 48' O.C. ALUMINUM COILS. INC Soffits MMMMMM S T ^It E S SOFFIT STAPLE Q!A40NIQ PETERN Q ETA 1 L FACIA BOARD BETWEST4Y STAPLES FASCIA CAP FAII 3/ 4 . X 1/4- CROWN STAPLE ' 8' ON CENTER TRIM NAIL PAINTED S.S. 11 FASCIA CAP 3/ 4- X 1/4- CROWN STAPLE SOFFIT &_ FASCIA DETAIL ALC 15001,3 FL1 2194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. R" CREEK TECHNICAL SERVICES. L.L. System No. I Installation Detail STAPt USNA 31APIC PA TERN RUM SOFFIT STA! MAriGNO PATTI 0, T WOOD SUBSTRA ALUMINUM COILS, INC Soffits Appendix B 1 L -FASCIA HAP.DIs TRIM NAIL FASCIA CAP SOFFIT-- 7 CROWN S f APLE t 4 BOARD SOFFIT & FASCIA DETAIL CAP, REFER W L FA'0A 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 System No. I Installation Detail ROOF FASCIA BOARD FASCIA CAP, RuF0 TO SOFFIT I FASCIA A 'Jt T ; L WGIVI ,LEIS ALUMINUM COILS, INC Soffits Appendix B I ;- 'PM1 NA{L---, 'I' HARD PA%TED S S. AS' A CAP SOFFIT XI-q- ('Ro"oi TAPLE SOFFIT & FASrIA OETAIL 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. ALUMINUM COILS, INC C R E E K Soffits a TECHN CAL SERVICES, LLCs Appendix B ALC 15001,3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approvai under Ruie 6 1 G20-3, The rnanulacturer shall not",y CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report 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 rECHNICAL SERVIC.ES. LLB. System No. I Installation Detail 24J-1 & 24J-2 STAPLES USING A CIAMOND PAT71EPN, REFER, TO SOWT STAPLE 0 AMONG PATTERN IDE T AIL WCOC SUBSTRA j- -RM NAV PAINTED S.S. 2- SYP bl s tfte', on, Vlallnaa s a "aded th'O, IgP' tl- mf?e' '10 Me end of tile imtlel 01 t,,o {2) 7-- g s,% zekt —Is --Oed an xl Xti rk"e, ;wers'c! PAI CAtaTirEyEREG 24 FASCIA BOARD 1",' WN ST P' E CRO IASCIALAP, REFER, SOFFIT & FA'-' JA I'-- S3FF" 7, MAX 24- DETAR ALUMINUM COILS. INC Soffits Appendix B A" JA 8CAR0 FASCIA CAP 1- a;' CqOWN VAPLE SOFFIT & FASCIA DETAIL SOFFIT STAPLE DIAMOND PATTERN ALC15001, 3 FL12194- R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 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. 7-EC*N;CAL SERv|CES.LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits 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 1, 11, 111, and IV buildings shall be as defined in Section 1609 of thsFBC. 2, Exposure B. C. and D shall beaadefined in section 1609of the FBC. O. Design wind loads are provided only for walls/soffits with mean roof height less than nrequal toOO'ft, 4, All calculations are based on an effective wind area of1O-ft^orless. 5, Topographic factors such as escarpments or hills have been excluded from the analysis. 8, Wind directionality factor. Ku=O,85 7, V,i,,, is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1,3 of the FBC. 0, Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional, 9, Zones 4and 5shall bedefined asshown 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. ALC1m01.3 Wll This evaluation report isprovided for State mFlorida product appmv |mmwRuieo1G2n. The man"factUv=**a/notify CREEK Technical Services, LLCsfaryproduct changes nr quality assurance changes thlroughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other pomuctattributes that are not specifically addressed herein. ALUMINUM COILS, INC NA-21 C R E E K Soffits TECHNIC AL SERVICES, LLC Appendix C_ D mean Basic Wind Speed (mph) Building Zone Type FietRoof ft 120 1 130 1 140 150 160 170 180 190 200 20 16,9 19,8 2 29 263 30,0 33-8------T- 37,9 42,2 46,8 25 16.9 19 8 22,9 26.3 300 33.8 37.9 42.2 46,8 30 169 198 22,9 263 30.0 33.8 3T9 42.2 46.8 4 40 183 21.5 24.9 28.6 32,5 3&7 41 .2 45.9 50.8 so 195 22,9 26.5 305 34,7 39,1 43.9 48.9 541 Enclosed 60 20.5 24,0 27.8 32.0 36.4 41,1 46,0 513 56 8 Negative Loads) 20 20.8 24A 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24,4-28,3 32,5 37,0 41.7 46,8 52,1 57,8 30 20.8 24A 283 32,5 370 41.7 46.8 52 1 57,8 5 40 24 22,6 26.5 30,7 1 35.3 401 45,3 50.8 566 62,7 50 1 T- 28 2 32.8 37.6 42.8 48,3 54.1 Z 60 253 i -29,6 34.4 39,5 44.9 5-0,7 56.8 633 70.1 20 10,8 14.7 16 9 19,2 217 24.3 2711 30,0 25 108 12,7 14.7 16.9 19,2 21.7 243 271 30,0 30 108 12,7 1414.716.96.9 19,2 21.7 243 27.1 Mo 4 40 11 7 13,8 16.0 18.3 20,8 23.5 26,4:::: 29,4 32,5 50 12.5 14,7 17.0 19,5 22.2 251 28.1 31.3 34.7 Enclosed 60 131 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 20 10,8 12.7 14.7 16,9 19.2 217 243 27,1 i 300 25 10,8 127 14.7 1619 19.2 21,7 243 27,1 30.0 30 10.8 12.7 147 1&9 19,2 217 24.3 27.1 3 OO 5 40 11,7 118 16.0 183 20,8 23,5 26.4 29.4 32,5325 50 12,5 14,7 17,0 19,5 22.2 251 28.1 313 347 60 13.1. ... 1,5'4_L 178, 20.5 233 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 c. 2'n Co- REEK ALUMINUM COILS, INC Soffits z TECHNICAL SERVICES. LLC Appendix C Design Wind Pressures for Soffits in Exposure C Mean ee d mBasicWindSed (ma h) h' Building Zone Roof Type 120 130 1:4:0: 150 0160 170 180 190 200 20 721 -7 72 5 -4 2-9 5 33.8 38 5 43.5 48.7 543 60.2 25 22,6 26.6 30.8 35.4 40.2 45.4 56.7 62.8 30 216 27.7 32.1 36,9 41,9 1 47,3 50.9 531 59 1 65,5 4 40 25 .01 29.4 34.1 39,1 1 -44.5 50.2 56.3 62,7 69.5 50 26,2 30.8 35,7 4 1, 0 46.6 52.6 59.0 65.8 72r9 Enclosed 60 27.2 31.9 37.0 42.5 i -48.3 546 61.2 68.2 75r5 Negative 20 26,7 31.4 36.4 1 -41 .8 47.5 537 602 7 67.0 743 Loads) 25 27.9 32.8 38.0 43,6 49.6 56,0 62.8 70.0 776 30 1 34.2 39.6 45.5 51,8 58A 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 32A 38.0 44A 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 75,5 842 93,2 20 13.9 16.3 18r9 21.7 24.7 27.9 31,2 34.8 3&5 25 14.5 17.0 19.7 I 22,6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26,9 30.3 34,0 37.9 42.0 4 40 16.0 18.8 21,8 251 28,5 32.2 36,1 40.2 44,5 50 16,8 19.7 N 22.9 26.3 29.9 33.7 37.8 42A 46.7 Enclosed 60 1 7.4 20.5 23.7 27.2 31,0 35r0 392 43.7 48.4 Positive 20 13.9 76 3 189 21.7 24.7 27.9 31.2 34.8 38.5 Loads) 7 1425 5 1 170 T 19.7 22.6 25.8 29.1 32,6 36.3 40.3 30 15 1 17 7 20.6 23,6 26,9 303 34.0 37.9 42.0 5 40 16.0 18.8 21.8 25,1 28-5 32.2 36,1 40.2 44.5 50 16.8 19.7 22.9 263 1 29.9 33.7 37,8 421 467 1 60 17.4 ALC15001,3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any prods changes or quality assurance changes throughout the duration for which this report 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 FECHNICAL SERVICES. LLC Appendix C D Mean Basic Wind aeed (moh) Building Zone Roof r Type 120 130 140 150 160 170 180 190 200 Hei 2LLftL 20 26.0 30.5 3 5 4 40.6 46,2 52 9 58.5 65.2 722 25 27.0 31,6 1 -367 42.1 47,9 541 60 6 67,6 74,9 30 27.9 32,8 380 i -436 49.6 56,0 62.8 70.0 77.5 4 40 29.4 34.5 40,0 45.9 52.2 58,9 66A 73,6 81 .6 50 35.9 41.6 47.8 54.3 61 .3 68.8 J6.6 84.9 Enclosed 60 31.5 37.0 42.9 493 56.1 63.3 70.9 79.0 87.6 Negative Loads) 20 32.1 37.7 43.7 50A 57,0 64.4 72.2 80,4 89.1 25 33.3 39.1 45.3 52,0 592 66,8 74,9 83,4 92,4 30 34,5 J_ 40.4 46.9 1 -53-8- 613 69.2 77.5 86.4 95.7 5 40 36.2 42.5 493 56.6 64.4 72,7 81,5 90,9 100.7 so 37.7 44.3 51 .4 58.9 67A 757 84.9 946 104.8 60 38.9 45.7 5'FO 60.8 69.2 78A 87.6 97,6 108.1 20 16.7 19.5 22.7 26.0 29.6 314 37.5 41.7 463 25 17.3 j 20.3 1 23.5 27.0 30.7 34.7 389 38,9 413 48.0 30 17.9 21.0 24.3 27,9 31.8 35.9 40,2 44.8 49,7 40 18,8 221 25,6 29,4 314 37.8 423 47.2 1 52.2 50 119,6 23,0 26.7 306 34 8 3913 441 49.1 54,4 Enclosed 60 20.2 23.7-- 27,5 31,6 135,9 5; 40,5 45A 50.6 561 Positive 20 16 7 1 19.5 22.7 26.0 29.6 33.4 375 4 4&3 Loads) 117 25 173 203 23.5 27,0 30.7 34 7 38,9 33 43348,0 30 17.9 21,0 24.3 27,9 31.8 35,9 40.2 4444.81 49,7 5 40 18. 8 22.1 25.6 29,4 33.4 37,8 42.3 47.2 52.2 50 19. 6 23.0 26.7 6 73013 6 30.634.8 39.3 44.1 49.1 54.4 1 --60 20.2 237 27.5 6 3_ 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. C R E E KArt- ial TECHNiCAL SERVICES. LLC 7- 3/8" ` ISOMETRIC VIEW 31 8 PTRif- LSOIIETRI' 3iF PROFILE ALUMINUM COILS, INC Soffits MEMM&D ALC 15001,3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LL-- of any product changes or quality assurance changes throughout the duration for which this report 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 5 3/4" 1/8" HEM 1 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS. ;NC Soffits NEES= ALC 15001,3 FL1 2194-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 T 'HNIE(- CCAL SERVICES. LLC 1T -aLANK 3 / 8 PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001 3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation recommended use, or other product attributes that are not specifically addressed herein. C R E E K gA TECHNICAI- SERVICES, LLC 12" 1"4 Soffit 3 1/8" 5/16" 314" ALC 15001,3 7/8" 1 3 1/8" 7/8- 1 3 1/8" 112' 1/2" 1/2" 112" 112" X X qq Lj END OF REPORT FL12194-R6 ALUMINUM COILS, INC Soffits Appendix D 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. 1/2/2`018 Florida Building Code Online A BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear j J)Product Approvaldbp'r 4" , USER: Public User Prv- Ior Ap , i n jr > s _p _ _L,LL_t > Application Detail FL # FL5444-RI2 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 CertainTeed Corporation -Roofing 20 Moores Road Malvern, PA 19355 610) 893-5400 ryiark. d.tiarner@saint-gobain.coni Mark Harrier mar k,d.harner@saint-gobain,com Mark D. Harrier 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark. D,Harner@saint-gobaiii.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nierurnen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 51and" r ASTM D3161 ASTM D3462 ASTM D7158 I Qn hag n piff Y& M 2016 2010 2011 Product Approval Method Method I Option D file:/// C:/Use rs/E Rappold/Desktop/2017%20PROD UCT%20APPROVAL/Florid a %20Bu ild ing%2 OC ode%200 n line, html Florida Building Code Online J Date Submitted Date Validated Date Pending FBC Approval Date Approved 09/07/2017 09/12/2017 09/15/2017 1211212017 1 M"oddMi NOmblir 6F Nafive =-0` '1" `01 5444. 1 Certain -Feed 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 EX- Scii'llptidn v 'A s" 3- tab, 4-tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Installation Instructions F — R 1 —2 L54_44 It-NIZ-0-EIT _AL-RTALNITEED A RHALT HjN_ QLE5- FL5444:R1 Verified By: Robert Nreminen, PE PE-59166 Created by Independent Third Party: Yes Evaluation Reports EL544- 4_Rj2--,AE-2-Q 17 NAL R E3TAIRMED LJ A5-l?JWA— S Hjh[G LES_ F L5A44 --R 12, p d f Created by Independent Third Party: Yes The State of Florida is an AA/EEO employer. Ckpy_EFghL2QD7_-ZQJ3 5W_te_QfftQjrAd, :: Rttyjstatement ::AQc_Q2arbi I Ity 5,tdj,e_Rg_n:: 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 addr if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If You do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licew under Chapter 455, F.S., please click tgrg . AMOMM minim Crecilit Card Safe file:/// C:/ Users/ERappold/Desktop/2017°/2OPRODUCT%20APPROVAL/Florida`/`2OBuilding%2OCode%200nline.htmi 2/2 TRINITY ERD EVALUATION REPORT CertainTeedCorpmratiun 2OMoores Road Malvern, PAI93S5 610) 651-5847 EXTERIOR RESEARCH && DESIGN, LUC. Certificate ofuotho*zamm#950s 5S3[ HR|ST|ANSTREET, UNIT #l3 OXFORD, CT 06478 203)262' 9245 Date of Issuance: 09/22/2005 Scupe: This Evaluation Report is issued under Rule 62G20-3 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 [ode, Residential Volume. The products described herein have been evaluated for compliance with the 6 1h Edition (2017) Florida Building Code sections noted herein. mmaTIOMMMOM Lxaeuws: Labeling shall be in accordance with the requirements ofthe Accredited Quality Assurance Agency noted herein and FBC 1507. 2.7.1/ 11905Z6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, orprovisions o[the Code that relate tothe product change, Acceptance ofthis 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 IERDrequires a complete review ofthis Evaluation Report relative toupdated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words ^Trin|tylERD Eva|uaied^ may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety, wspccnow: Upon request, a ropy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall beavailable for inspection at the job site atthe request ofthe Building Official. This Evaluation Report consists of pages 1 through 12, Prepared by: Robert J.M.Nierninen, P.E. Florida Registration No, 59166, Florida OCA ANE1983 The *"—* seal "ppea~ ="=*° ued by Robe,,w,—=, E —09/0S/ 2017m""v=°~.="."=x=w~ d.="=` CERTIFICATION mpINDEPENDENCE: 1 TrinitylERD does not have, nor does hintend macquire o/ will it acquire, v financial interest ioany company manufacturing or distributing products it evaluates. 2. ninxv|Enobnot owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. nobcrtwicmmro' P.E. does not have nor will acquire, n financial interest in any company manufacturing n,distributing products for which the evaluation reports are being issued. 4. Robert miemive^' P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5 This is a building code evaluation. Neither Trinity |eRo nor Robert wiemmen' P. E. are, in anyway, ,he Designer of noro,d for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting nrdesign guidance unless retained TRINITY ERD 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 6 1h Edition (2017) Florida Building Code and Grh 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. Section ELqaerty Standard Year 1507.2.5, R905.2,4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6A Wind Resistance ASTM D3161 2016 1507-2.7,1, R90526,1 Wind Resistance ASTM D7158 2011 REFERENCES: E n ft 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) AST M 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 UI_ (TST 1740) ASTM D3462 IOCA41303 1010712010 UL (TST 1740) ASTM D3161 IOCA41303 10/08/2010 UL (1 S1 1740) ASTM D7158 IOCA41303 101271201.0 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11,11112010 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 LI-C (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 (I ST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC (TST 9628) ASTM D3161. 4787380357 11/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL 1-1-C (QUA 9625) Quality Control Service Confirmation Exp.03/09/2020 Exterior Research and De,,,irgn, LLC, Evaluation Report 3532.09.05-RI3 certificate of Authorization #9503 61;'EDIITION (2017) FBC NON,HVHZ, EVALUATION FL5444 R12 CertainTeed Asphalt Roof Shingles; 610) 651-5847 Revision 13: 09/05/2017 U Q~ JF 8` V 0 '-«^ 4A CT20'-'XTI- 25,XT- 30and XT- 3O|Rare fiberglass reinforced, 3{abasphalt roof shingles. 42 Arcadia'"' Be| montw' 8e|montO |R' Carriage House Shang|em' Grand Manor Shong|el' Landmark", Landmark ~ !R' Landmark TI Pro, Landmark = Premium, Landmark T" TL, Landmark TI Sm|ar|s and Landmark T" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 Nor1hGate" is fiberglass reinforced' laminated, SBS modified bitumen roof shingle. 4,4 Presidential Shake`°' Presidential Shake`° !R' Presidential Shake TL T" and Presidential SolahS= are fiberglass reinforced, architectural asphalt roof shingles, 4,5 Hatteras'", Highland Slate T' 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. 47 Presidential Accessory, Accessory for Hatteras' Shang|e R|dge'm' Shadow Ridge`"' Cedar Cre/t=' Cedar C,eatTI |R' NorthGate Ridge and WmrthGateAccessory 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. Sl This is building code evaluation, Neither Trinity IERQ nor Robert Nieminen, P.F. are, in any way, the Designer ofRecord for any project on which this Evaluation Report, o/ previous versions thereof, is/was used for permitting or design guidance Unless retained specifically for that purpose. 52 This Evaluation Report isnot for use within FBCHVHZjurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings ofthis 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 ASTKx D3161, Class Fand/or ASTK8 D7158, Class H' indicating the shingles are acceptable for us in all wind zones uptoV°,a = 150 mph (Y,^ = 194 mph) Refer 1oSection 6for installation requirements to meet this wind rating. 5,42 Presidential Accessory, Accessory for Hatteras, Shang| e Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NnrthGateAcceszory hip & ridge shingles have been evaluated in accordance with ASTM D3161,Oass F. All except NorthGauy Ridge and NmthGateAccessory require use of BASF Sonoimst|c NP I adhesive o, Henkel PLO Polyurethane Roof& Flashing Sealant, applied as specified in manufacturer's application instructions, for use |nwind zones uptoV~m= 150 mph ( V"l,= 194mph) 5 43 Classification by#STD4 D7158 applies to exposure category V or[ and a building height mf60 feet orless. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific toeach shingle. 5. 43J Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (Rr) for the CertainTeed asphalt Roof shingles listed in Section 4,1through 4.6 (except Presidential So/nxis—)exceeds the calculated uplift force (Fr) at a maximum design wind speed of V,,d = 150 mph (V,, = 194 mph) for residential buildings located in Exposure Dconditions with no topographical variations (flat terrain) having mean roof height less than or equal to 60feet. 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- Exterior Research and Design, mc Evaluation Report ssaz.o*45-nz3 Certificate ,/Avwprizo/ mn*95n a"somuw(zm1,)poCmom'*v*zEVALUATION pe444pz2 oertm/vnaeoAsphalt Roof Shingles; (am)oo'so^r Revision 1s:o9/0s/zoo Page 3",o TRINITY ERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R9O5.2 and the shingle manufacturer's rninimum 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 61G2O-3, per FBC Sections 1507.2.3, 1507.2.4 or R9O5.2.3. 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 R9O5.2.6 and the rninimum requirements herein. 621 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R9O5.2.5. 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 R9O8 and CertainTeed published installation instructions. 6.4 [C:T:2:E,XT`XT-3O LOW AND STANDARD SLOPE STEEP SCOPE rMM n METRIC t ,'3 t figun, -,i F'se,iaurnaihs,fbre=rriyfiaUstingle'. Use four nails and six slots of asphalt rooting, Foment* for every 8111 sliinglc Q` igare II• , shalt roofing cement meeang,#Sr 1 I)-686 Type 11 is su,;}osu d, RootingCetnont a as Id t, Fts;ure / t ise fr a r rfr rr`e rug l cia cJ is /f l t cxa xe P r st f +&,tx. AU11U : H, wessive use of roofing t"ItHent can c autie shingles to LAixtec 6.4. 1 Fiifa & Ridge for CT2O`1 XT" 25 XTT' 30 XTT' 30 IR: Cut Shingles IF I, Wury 11-24: Gul Nabs; tfxw drama btaek to narake crap sbaigl s Graglisb danensions sixrrr n). 12 tT F'rgnrca 11-25 lrstra'lahon rrf'cra)s alr7raa thy, tops and rwtges. 6.4. 1.1 For ASTM D3161, Class F performance use BASF "Sonolasticw NPJTI" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design; LLC. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6`" EDITION (2017) FBC NON-L9vhi. EVALUATION F(_5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 4 of 12 TRINITY ERD 6.5 LOW AND STANDARD SLOPE STEEP SLOPE C'yxnail, [of ,°nm|||von*1, h,l° [w Suoxx`_111unxn pm,v|mpxx|/nmn.wmom'lot- r,nlull a"" \ pph xphall nmn"xun"mnsmm) from ,( Ig,u`/.m'-fle, \'voml^"mox(T*,mmCVoox urx 000^ 1,!, o(,2/*/ax^Afi°rr"x/« ^ 0" r/*Six nw*and ",1,/,hwx mvfi' ll^'"°,/',xvn/) ^ 6, 5,1 Cedar Cresr",Cedar Crest'=|R Use two (2), minimum I% -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 1/- inchembedment into the deck, orfull penetration through the deck, For each full Cedar Crest shingle, place fasteners 8- S/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "SonolasticO N PJT"" adhesive or Henkel "PL' Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -sea[ Cedar Crest shingles. Apply NP1mrPiadhesive from the middle uf the shingle's raised overlay nnthe top piece and extending approximately 4-inch along the sides of the headlap along a line 3% to 1-inch from each side mfthe shingle' s head|ap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. Tnsecure the other side, apply a 1-inch diameter spot nfNP l or PLadhesive between the shingle layers. Exterior Research and oe,/gn.uc. Evaluation Repoma53zzm.05-Ro Certificate vyAumo*zammm95o 6`"Fommm(2017)pocmom' xvxzev«LuAnow Fo444nza cmrta/meeuA,pha|txnn,m/no/ew( om)us1'smwr Revision zs:oo/ 5/2017 Page aorz2 TRINITY ERD 6,6 Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and El(--'j[iT spots, of U.,e HVE nails, for every full Belmont shintile, as halt toofing cement" for evety full located as, shomi beloty Belrnont shingle Appk, asphalt roofing cement i2bmnifion) edcie of s!rflngle See below As,,)halt roofing cement meeting pe is ASTMD,115862 Ty sug;gested TM 2 V, j Z" j 2"',', T 6, 6.1 Nip &Rid Ridgefor B elnjont"` or BelmonO IR: 6, 6.1.1 Option 1: For Belmont", refer to instructions herein for Cedar Crest" or Cedar Crest` IR hip and ridge shingles. For Beiniont" IR, refer to instructions herein for Cedar Cre StTM IR hip and ridge shingles. 6. 6.1.2 Pplion 2: For Belmont`: ShangleO Ridge it'{ qiire I'-MSbangle" Ridge, Remove tape x , j ost'i re front the right side 8, and lasten SECOND Fasten the l side fte , RIGHI F ST IRST LEFTfiurc f 7- / 9: IfIStellItItioll oj'Sbemgle I,i e, sbitk(,,les on bips and riches. 6.6.13 For ASTM D3161, Class F performance use BASF "SonolasticO NPJT-" adhesive or Henkel "1131-1 Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, Exterim, Research and Design, LLC, Evaluation Report 3532,09.05-1113 Certificate ofAuthorizatioo #9503 6"` EDITION (2,017) FBC NON-HVHZ EVALUATION FL5444-RIZ CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 6 of 12 w M a GRAND MANOR ANGL TANDARD SLOPE 2 f Fiktaa I -t: I Six fire nalls fa own foal' (;rand li n of Vwsigle, t;'trr rctge House sheua,Ie, rx r.e nlewnal Vale TRINITY END I sc wren irid, and three slots of Itsphah roorm",, ccnient Im cwn lull Grand tlanor Shangic. Cse frvv trails and ilirtv ,po(t rof asp!ialt r""fing conciu f« r ewrs (1111 { irriage House sliang1c and Centennial slate. kppl} ;aspbalt roofing ('anoint I" (2i nun) from vdgc of shingle= Nitre /' >) ,islahal( roofing (xntcm mccong.0"M 1) 6'4+ Fijw It is 'tlttgcswd' F 6 1 is fft' 4 H 5*r Roofing CsrAen4- - Furore f' is 41wn irastaeilie,,, (;rafeef Manor tkrrangles rw steh',cf«f+c=s. rise seven matt! and €hwe sfwls <a/'1'1ebraft rwrfing tt^rrtent Hip & Rid e for Carriage House Shan lei' and Grand Manor Shan le: Refer to instructions herein for Shangle`e Ridge hip and ridge shingles LOW AND STANDARD SLOPE 12' ldt,t 12.. E (05 ter)) (375 n) j - (305 77777777-7,, 1 (25 milt) E Etc e aw 1 F 1' {d5 mill) ° tr t /7' 7 M 1011HiTi#i 7M 131/2. t3" 1311," 3=13 n;l 330 a'm} - I I t3 a«n)- 71 fi2s3 flilp)—«.„ m— e I t JET Figure !)' I- I "e fine• 11ails for ev or) -fill( shingle. 1[I',E r[Ut.1ti 12' t9'aA' T ARF,A +a- 1y45 nf-j __. +e,.. .. _ r3''5R nl? t An.0 nsikri Ma irg areas fox law and standard +pes ;rar, 212 to 21 Q! Nit ,awn spf+e,,t i ksaw tne; iq s` iwr' a!xive. Exterior Research and Design, € LC. Evaluation Report 3532.09.05-1113 Certificate of Authorization €d9503 6"' [DllION (20.17) F3C N0N-h1VHZ EVALUATION F15444-R17 CertainTeed Asphalt Roof Shingles; (610) 651-5347 Revision 13: 09/05/2017 Page 7 of 12 TRINITY ERD STEEP SLOPE so six nails alld forn, spots okhsl)lmli roorill" ceirlein to[- ool-\' full houllared 'Shill-Ic :'icv bekw" asphillt roofing, coment 'Shook] Illect ASI'M D4686 'I')pc 11 'kppl}' I" spots of asphalt roofill.", Cement mide C,Icll Cotner '111(i ,It jhow 12to 1'5" ill from cacti ed'ge' 1 5 A A Rooting Cement Hguw 1,i-5; Istr skr rntflcvufP)urVn'-)1s of eispball ryy? fziig cenlen/ oil 4eepslnfie'c. EMETIMM STEEP 12" 14-3i4" 121, SLOPE --(335 f37,5 mnj-- —(305 mM)f—j NAILING AREAMints 1 (22rrr5n, betwee Wer 1"(25 rom)— naftres 4 m7L-, Nailing areas for steep slopes (greater than 21 12) and "Sto" fr-Nailing" Nail between lower 2 nad lines as snown above, 6.& 1 Landmark— Warts, Landmark— Solaris IR NorthGate: 6.8- 1-1 ppt lji_qn1: Shadow Ridge— or NothGate Accessory 12' 305mm) 6 6' r15omrn) (150111MI Notch for entering 12' 305mrn' Notches for Afigntirrent to the Top Edge of the PeVUS IIO Capfors' (1 25mm) Exposure (180r English Dimension Shadow Ridge*"' 4 337mrrq 250nim) 415116- — 4151, 1C, 125mm) i ( 125mmi o Notches for Alignment to the Top Edge of the Previous C ifefca 5518'(141mm) Exposure M 1 75/ 8 1 C5 m' r) Exterior Research and Design, LLC. Evaluation Report 3532,09.05-R13 Certificate ofAutherization # 9503 61 4 EDITION (2017) FBC NON, HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 8 of 12 37 r, top it1t tit v *t, Mza TRINITY END 13 1/8 133 mrn) 65/8 65' `8' i168MM)i 068mm), Centering 13 1/ Notch 4' 337 mm) Align those/ 7 5/8" notches to top edge of (19-1 rnmI NorthGate Accessory Laying Notch Frzury 1,1-20- C'se 1qf,irkznoh:bes to cenlersbmgk" on by,?s and arid to k)calv, 1by, corner l axjxssum 6.8,1.2 For ASTM D3161, Class F performance use BASF "Sonolastica' NPI"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6,8.1,3 ppjion 2. Refer to instructions herein for Cedar Crest'"', Cedar Crest" IR hip and ridge shingles. Exterior Research and Design, LLC, Evaluation Report 3532.09.05-RI3 Certificate of Authorization #9503 6'T' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-RI2 Certain -feed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 9 of 12 ERD 6,9 PRESIDENTIAL SHAKE S PRESIDENTIAL SHAKE"" IRa PRESIDENTIAL SHAKE T111.11" PRESIDENTIALSOLARI LOW AND STANDARD SLOPE: STEEP SLOPE: For lots anti atandaard slopes, rise lice 11a111s for each fait Presidential For geep slopes, use nlne n tits for each hilt Premdetal,d ,hn gle and shingle as ,laown below, apply i ` diantie trr spOts 01,61)halt roofing cement under t ach sltingle Lab. After applNill. > mus; ill between the nailing glide tines, apply i nails t" Nailfmi { 40' above tab onouts €naking cemdn tabs of overhung shingle corer nxIs. iUidc Lines 1,1016 Trim) 5 i Al 19: i nln1) — 14 14. NOTE, Apply nails on painted guideline. Ft; rarr=. 16-6r /rile ntras Pev,,:tezntu41 rand NIeltdenh al 71, Slrra a=esbtngku ore barer tared skan(kirel4,91-vs. r _. .. ..._ .._ _. ._._ ....... _. y t' di,unetel aspheit riiu(intj c.^nteilt k nee 16 1`.ISttTt6n, A-mtkintial and Prvsuleyshal ?IL Sbakv sGzraulr on shw ofx-s. 6. 9.1 Hip & Ridge for Presidential Shake"' Presidential Shake" IP Presidential Shake TLTM Presidential Solaris": 6. 9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be: used for covering hips and riches. Apply shingles up to the ridge (expose no more than 7 froirt the bottom edge of the -tooth,' Fasten each accessory with two fas- teners. The fasteners intfst be 1 /i" long or longer, so they penetrate either 3/C into the deck or coinpletella through the deep. Presidential accessory° comes in two different sizes: Accessory produced fit Birinintihatti, Al, is 12" x I2"; Portland.. OR produces 9 As" x 1 I/i" accessory. 6. 9.1.2 For ASTM D3161, Class F performance use BASF "SonolasticO NP1" adhesive or Henkel "PLI Polyurethane Roof & Flashing Sealant", in accordance with Certain -Feed requirements. 6. 9.1.3 Oration 2; Refer to instructions herein for Cedar CrestTM, Cedar Crest— lit hip and ridge shingles. LOW STANDARD AND STEEP SLOPE: 3Q tj f 2, r.) (: 30 r i) (130 ma') Lo, i 8. I (? It) imnj I 3 -1,/ v -1 i : xo„) 4. notrtln, i Con ent ill tt, ranF t } . f t t r g lh, a r Wm gt ,r, th, P As,/- For sIcTjl alol rs. v,e tnr "'Id, ux3 wFgle spot, rrt .tspluit u,o(mg frQu' v f y j. f ael, mug rleettw¢, slwx,le> ou conew for t%u It I' Ii 11 eu°t es'Im"Ir .IS Shona ,chow ,llyl, I' s&, Akwdrerr(.!opes Uinmo € um"IP( slu.», u! mofitt); crown t.ASI'M t) 1586 Ar, 11 I of Ina- gall sIawhrd ,loins, n.e I'we 11.111" for each tell suKq"e'd) tm,4r, c:u h W) turner i " shmgk, tttto plmc',, do no Ihlwras Alewle as shok n ate)w ezrxtw ce+t)eot. CAUI' 10V too num 4'worm" tcxnr ttt "m ca:€+e tt .. -t=s to ttku, Exterior Research rind Design, LI-C, Evaluation Report 3532,09.05-RI3 2 CertificateoAuthoriaotion #9503 6r" LDI ION ff €.iI27) rGL. ?iGktst-E-IVFdZ EVALUATION FC5444-#212 Certain - feed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 10 of 12 U 6.10.1 Hi &RRid effor Hatteras—: tt e r a S—: 6.10.1,1 ClIltjon 1: Accessory for Hatteras Ft'gurt, 15 - 14: 18 tbree-I)ieve tin i1s separah, Io make 54 flatteras.lwecsr ry sbirtlllles 6.10.1.2 CIptjon 2: Cut Hatteras Shingles 146C, 0 03 MITI, 460 ' irr) TRINITY ERD Ftt,,ain, 15-20., Cut Hat rx sbitk jk,,s to ntake cur, T cal), Figurer 15-21: InstalMtion of craps akn, btt)s and 6, M 1.3 For ASTM D3161, Class F performance use BASF "SonolasticO NP1'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with Certain -Feed requirements. MI LOW AND STANDARD SLOPE-. tDrsre 11.3 1.w FIFE n a e's,lbroer I, flit hki rid Vdr sbmgk? STEEP SLOPE: t: sc FINT I I mk and F K; 1111, sro€s of asrhdi nwring Cc no I It' for ca" I I NII ffl,Jdmld sLoo shinde, Cor Mkum-Dxle. SIX nails are required. AIIIIIN, I' rhameter srots of asphalt rooring, cemeit mid(,r each tab I A er. vrii,41 roorq comwfil moctingkS 1, 11) iSo Tbpo 11 i f , we 11-,5A: r 11IF nads and IastVwll CAt TIONF.<<cs ive u,v of roolim, cotton[ C111 'AH", "Ilmd", to hlist(,r. 6.11.1 Refer to instructions herein for Cedar Crest", Cedar Crest— IR or Shangle RidgeT" hip and ridge shingles. Exterior Research and Design, LLC, Evaluation Report 3532.09.05-RI3 Certificate of Authorization # 9503 6r` EDITION (20,17) FRC NON-HVHZ EVALUATION FL5444,RI2 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 11 of 12 TRINI-Ty ERD 6.12 LOW AND STANDARD SLOPE STEEP SLOPE 1, sc F01, R nails 10r cwn [till slfili-k locatcd;v' sJlmm h4mtw Hit R 11ml"ind o4a"plmll ccillrilt hlr * k0[ shiny " k as IlmNll hckm \'plmll 111 \1 D-1>86 1" pc 11 11)1)1% I' (2i oklsptml ( mol At' 110\: Ev c-rq use +d rw4ilv, C1,11wifl(ml 'hill"It" to hlv'tcr. lie T, 111 L M 7 7 7! 3, Rooting ctmorl I 6. 12,1 !1 &Rid dgefor,_Patriot: Refer to instructions herein for Cedar Cre StTMt Cedar Cre StTM IR, Shadow Ridge", NorthGate or Shangle Ridge T' hip and ridge shingles. 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 rioted herein, 7. 2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507. 2.7.1 / 119051.6.1, 1131TITAIM 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 CLA 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 Exterior Researdi and Design, LLC, Evaluation Report 3532,09,05-RI3 Certificate of Authorization #9503 a'`'` EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 12 of 12 HWAM= Florida Building Code Online BCIS Horne Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear Product Approval USER: Public Userdbr Rmrod=-A-pp-ravo-LM.P-pu > Pry —uc > > Application Detail FL # FL12328-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden@tamko.com Authorized Signature Kerri Eden kerri_eden@tamko.com Technical Representative Kern Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerr,i_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Under-layments 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 fii ,puff Referenced Standard and Year (of Standard) -Sd YgArr 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 https: llwww.floridabuilding,orglprlprapp_dti.aspx?param=wGEVXQwtDqtF2AezuarjgO[AramDGm5ebt5wRW28J8d8c6l CFKFGNQ%3d%3d 1/3 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL 12328.1, Method 1 Option D 10/05/2017 10/19/2017 10/20/2017 12/12/2017 Model, Number or Name ASTM Slate Surfaced Roll Roofing 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. 12328.2 ASTM Tile Underlayment 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. 12328A 1 Master Smooth Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design pressure: N/A Other: See evaluation report for limits of use. 12328.4 Moisture Guard 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. 12325.5 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.E 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. Description Roll roofing surfaced with mineral granules Installation Instructions FI 12328 R8 II TBP14QQ1 4 2(il7l F v R rt TAMKQ tr U- if Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FLU R8 AE TBP.4_Q01 4 2Q17 FBC Eve Ret Qtt TAMKQ UndQ lavments fin l p f Created by Independent Third Party: Yes Coated organic underlayment Installation Instructions F 3 R I TBP14 1 4 2 7 Q EyW Rgppq TAMKQ n rJgymQn fin I f Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports 7 TAMS 1t,_r_iderlavments fina(,pdf Created by Independent Third Party: Yes Asphalt saturated organic underlayment. Installation Instructions Fl,„28 R8 II 1BP14001,4 2417;,i I gR4r L Q-ndgrl4yrn nt fin . I Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FI f2.3.2 AB TBP140Q 4 20 ZTF I I 14C AN]K? U r menu final,odf Created by Independent Third Party: Yes A self -adhering modified bitumen underlayment. Installation Instructions Ff28 R8 II TB,P1 }QQ1.4 2Q F 11 @[(TA1kQ U2 eria-menu fit nW pdf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports F 1 R AE TBP14 4 17 F vg R art TAMKQ VI1 riaYmepfjtla .odf Asphaltsaturated organic felt Installation Instructions Elm 2_8-Ra- I TBP1400 •4 F(3X-EyaLR-QpQftjAMKQ IAerlaymants deaf Verified By: Zachary R. Priest 74021 Created by Independent Third Party. Yes Evaluation Reports dated by Independent Third Party: Asphalt saturated organic felt F L2 8 R8 fZ TP14QQ1,4 2Z E. yA t nderfaYments final odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports F 12 R AE TBP14 1 4 2Q1 F . Fvav rf TAMKQ UjIcjgjr," final pdf Created by Independent Third Party: Yes https: llwww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtF2AezuarjgOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 2/3 Certificate of Authorization No, 29824 17520 Edinburgh DriveCREEKTampa, FIL 33647 EVALUATION REPORT FLORIDA BUILDING CODE, GmEDITION (2O17) Manufacturer: TAMKDBUILDING PRODUCTS, INC, Issued October Y9,2017 P.O. Box 1404 Joplin, MOO4UO2 417)024- 6644 MOM Category: Roofing Subcategory: Under| aymen10 Code Sections: 150711 Properties: Physical properties TAMKOOASTM Slate ASTM D 6380, Class M, Type 11 underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated onboth sides with asphalt and surfaced with granules. T4MKO@ ASTKOTile ASTM D 6380, Class M, Type 11 underlayment constructed from an organic felt saturated Under|ayment with asphalt then coated on both sides with asphalt and surfaced with granules, TAMKO@ Master A8TMDO3V0. Class S.Type K/undmdaymerdconstructed from enorganic felt saturated Smooth with asphalt then coated onboth sides with asphalt and surfaced with mfine mineral, For use in non-HVUZ only. TA80KO@N4wisture Self-adhered,A8TK4 D 187O. fiberglass reinforced, modified bitumen sheet membrane Guerd@ with o mineral surfacing and a removable release 0m on the adhesive side and removable selvedge release tape, T4K8KO@No. 15ASTK0 ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO@ No. 15 UL A8TMD22O. Type |undedmymentconstructed from mnon-perforated organic felt that ia Asphalt Saturated saturated with asphalt. Organic Felt TAyWKD( DMn. 30A8TKH AGTM D 226. Type || undedsymentnonstructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TA80KO@No. 3VUL ASTK4D228.Type ||under|oymentconstructed from anon- perforated organic felt that im Asphalt Saturated saturated with asphalt. Organic Felt TAmYKO@TVVMetal and Se| f-adhoed.flexible, 8STMD197Oand TAS1O2. rubberized asphalt sheet membrane TUeUndedmyment with a polymer film on the surface and a removable release film on the adhesive side. TAK0KOOTuV Self -adhered, flexible, ASTM O 1970. rubberized asphalt sheet membrane with e Qndedayment polymer film on the surface and a removable release film on the adhesive side. T6P140V1A pL12328'R8 Page of This evaluation report is provided for State of Florida product approval under Rule O1G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report isvalid. This evaluation report does not express nor imply warranty, |nmaUat|on, recommended use, orother product attributes that are not specifically addressed herein. a 0 0 TA KD8U|U0NGPRODCUT8.INC. 0 0^ TAMKOUndedaymen|n TECHNICAL SERmCES,LLC TAKNKOOTAM-FELT Alternate hoASTMD22O.Type | and Type |(undedmymentconstructed from anon- perforated orgunicfe| tLha|iosatuos0adwithonpha|L APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instnictions, the FBC, and requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners inthe 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 he installed in accordance with FBC requirements, Roof decks shall have no more than 1/8" gap at abutting The minimum application temperature shall be5O°Fexcept aofollows: a) The minimum opp| iomdun temperature ofTAMK0O TVV Metal and Tile Undedmyment and TAMKOO TVV Undedaym*ntshall be40,F. b) The minimum application temperature ofTAMKOO Moisture 6umrd@shall be35^F, The minimum roof slope shall be in accordance with FBC requirements except as follows a) The minimum slope ofTAM KOOASTMSlate Surfaced Roll Roofing shall ba212 Underlayments shall be exposed in accordance with the manufacturer's r*cummendationa, but in no case shall exposure exceed 3Ddays. Exception: TAMKD&7W Metal and Tile Undedaymentmay heexposed for amaximum 8Odays. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Covehn Asphalt Panels and Surfaced Roll Shingles and Slate Clay and hinak s fin hakes Shingles Concrete Tile Surfaced Roll Roofing Underlayment Felt Saturated Organic Felt Felt Saturated Organic Felt Underlayment Notes: 1) Open valley applications per 1507, 2.9.2 2) Wood shingles only 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. a'0 B 0 0 T KOBU|L NGPROnCUT3.INC. @ 0 w. TAMKOUndedwymemn TECHNICAL SERv|CES,LLC LIMITATIONS Fire Classification ionot within the scope ufthis evaluation. 2) Wind uplift resistance |nnot within scope ofthis 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 FGC 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. O) All under|aymentn shall be installed with the mU length parallel to the emve, starting at the *ove. 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 under|aym* n1 may he used as described in other current FBC product approval documents, O) The undedeymen\shall not b*installed over existing roof coverings, 8} 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 61G2D'3. Entity Report No Standard Year pmConstruction Materials Technologies (TST6049) TAp192-02'01 ASTMD1870 2015m p0 Construction Materials Technologies (T3T60o8) TAP-183O2-01 ASTM D 1970 2015m PR|Construction Materials Technologies (TST804g) TAP'214'02'01 ASTMD480S 2016 pR|Construction Materials Technologies (TST604g) TAp-215-02'01 ASTMD228 2009 PR|Construction Materials Technologies (TST6O43) T»r-216-02-03 ASTMD638O 2003(3013) pR|Construction Materials Technologies (TST6O4S) TxP-217-02-0/REv A@rMDG380 2008(2018) PR|Construction Materials Technologies (TST6048) TAP'218'02-01 ASTMD228 2009 pn|Construction Materials Technologies (T3T6O49) TAP'219'02-01 ASTMD220 2009 PRiConstruction Materials Technologies (TST5V4S) TAP- 220-02'01 ASTMD6380 2003(2013) PR|Construction Materials Technologies (TST0O^B) T*P'222'02-01 A3TMD*868 2016 PR|Construction Materials Technologies (T3TGO4S) TAP' 2*5-02-0/ TxG1O3 1995 ASTM DwrSB 2011 PR|Construction Materials Technologies (TSTSVvg) TAP' 311'02-01 ASTMD197V 2015a PR|Construction Materials Technologies (TST6O4g) TAP- 318'02'01 1 ACCl88 2012 PR|Construction Materials Technologies (TSTGO4B) TAP' 387'02-01 ASTMD19rO 2015a pR|Construction Materials Technologies (TSTSV43) TAP- 388'02-01 ASTMD187O 2015a ULLLC(TSTSGz8) 13CA12269 ASTMD22G 2009 This evaluation report is provided for State ofFlorida product approval Linder 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, |nma||wh*n, recommended use, o,other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LL COMPLIANCE STATEMENT I TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, bin Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. N. 001 I I I I I I III,, '. ItR E N No 74021 cc Z 7' STATE OF 411 0 Rks) 11,1NAO--\O' I, O0" 11111112 - 15:5 8 0AI00I IfZachary 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, TBP14001. 4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TECHNICAL SERVICES, LLC Manufacturer: TAMK2BUILDING PRODUCTS, INC. PD. Box 14U4 Joplin, K40648O2 417) 624-6644 Quality Assurance: ULLLC(0UA9825) Category: Roofing Subcategory: Und*doyments Code Sections: 1507,11 Properties: Physical properties Certificate ofAuthorization No. 20824 l752OEdinburgh Drive Tampa, FL33847 813) 480-3421 Issued OGtober 19, 3017 TAMKO(DA8TMSlate 88TMD53DO. Class K8.Type ||undedaymentconstructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type 11 underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. A8TM D 6380. C| mam S. Type |y undedaymant 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 oniv. Self-adhered,A0TM D 107U.fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable nyieoae film on the adhesive side and removable selvedge release tape. 8STM D 226. Type | undedaym*ntconstructed from m non -perforated organic felt that im 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 11 underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type 11 underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKO@TVVMetal and Ge!f-adMared. flexible, ASTMD187Oand TAS1O3. rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAM KO@TVV 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. This evaluation report is provided for State nfFlorida product approval under Rule G1G2O-3. The manufacturer shall notify CREEK Technical Services, LLCnfany product changes orquality assurance changes throughout the duration for which this report isvalid, This evaluation report does not express nor imply warranty, instpi|atiun, recommended use, orother product attributes that are not specifically addressed herein. a')0^ TA KUBU|Lu|NGPnODCUTS.INC, 0-N. rAMKOVnd*dwyments TECHNICAL SERwCES,LLC TAM KO@TAM -FELT Alternate to ASTIM D 226, Type I and Type 11 underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD tnictions, the FBC, and the nstallationshallbeinaccordancewithtepublishedmanufaci7LWeinstallationinsrequirements below, Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners inthe deck shall be checked for protrusion and corrected prior houndedaymertapplication. The roof deck shall baconstructed ofclosely fitted plywood sheathing for new urexisting oonetmction Plywood deck shall be installed in accordance with FBC requirements, Roof decks shall have no more than 1/8^ gap at abutting joints. The minimumapplication temperature shall bo50° Fexcept oufollows: a) The minimum application temperature nfTAM KDO TVV Metal and Tile Undedayment and TAMKOSTVV Undedaymentshall be40~F. b) The minimum application temperature ofTAK8KOO Moisture Guards shall be35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a> The minimum slope ofTAK8KOO ASTK4Slate Surfaced Roll Roofing shall be2:12. Undedaymentm shall be exposed in aouo,dmnoo with the manufacturer' s nmcommenda1ions, but in no case shall exposure exceed 3Odays. Exception: TAK8K08TVV Metal and Tile Undedeymmnt may be exposed for m maximum 80daya. Self -adhering undedaymeu|omay beadhered toprimed orunprimedplywood substrates inthe non- HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck, Allowable Roof Coverin Metal Roof ineral Asphalt Panels and Surfaced Roll Shingles and Slate Clay and fin hakes oncrete Tile Surfaced Roll Roofing Underlayment Felt Saturated Organic Felt Felt Saturated Organic Felt Underlayment Notes: 1) Open valley applications per 1507.2.9. 2 2) Wood shingles only This evaluation report is provided for State of Florida product approval under Rule 0G20- 3.The manufacturer shall notify CREEK Technical Services, LLCofany product changes orquality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, instm||ation, recommended use, orother product attributes that are not specifically addressed herein. A^N 0 0 TA KOBU|L0NGPRODCUTS.INC. TAMKqVnderlaymwnts TECHNICAL SERv/CeS,LLC LIMITATIONS 1) Fire Classification iunot within the scope ufthis evaluation, 2) Wind uplift resistance innot within scope ofthis 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. G) All undedaymentu shall be installed with the mH length parallel 1uthe oave, starting at the aawy. and lapped in auconauivn 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 undedaymentshall not beinstalled over existing roof coverings, S) 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 01G2U-3. Entity Report No Standard Year pmConstruction Materials Technologies (TSTGO4g) TAP-192- 02-01 ASTMD187O 20/5w pn|Construction Materials Technologies (TSrGO*S) TAP' 193'02-01 ASTMD197o 2015m PR|Construction Materials Technologies (TGT6n4S) TAP-214' 02'81 ASTwD*o69 20/8 PR|Construction Materials Technologies (TST6O4S) TAP'2/ 5-02-01 A8TMD226 2009 PR|Construction Materials Technologies (TSTGV*B) TAP- 2/6-02'03 ASTM DO3OO 2003(2013) PR|Construction Materials Technologies (TST8O4S) TAP-217- 02-01REV AGnMD088O 2003(20/3) PR|Construction Materials Technologies (TSn9m40) TAP'218' 02'01 A8TIMD22G 2009 PR|Construction Materials Technologies (TST8O4S) TAP219'02- 01 ASTMD226 2009 PR|Construction Materials Technologies (TST8O4g) TAP'320' 02'01 ASTMD838D 2003(2013) PR|Construction Materials Technologies (TST6O4y) TAP222-02- 01 ASTMD48O9 2016 PR|Construction Materials Technologies (TSn9O48) TAP-245' 02-01 TAS103 1995 48TM D 4798 2811 PR|Construction Materials Technologies (T8T6049) TAP'317- 02'01 ASTND18ro 2015a pR|Construction Materials Technologies (TST6V49) TAP-319' 02-01 1 ACC18G 2012 PR|Construction Materials Technologies (TSTG048) TAP-887- 0201 ASDwo1V7O 2015m PR| Construction Materials Technologies (TST6049) TAP'388- 02-01 A8TMD 1970 2015a ULLLC(TST8G2O) 3Cx12269 ASTMD220 2009 This evaluation report is provided for State ofFlorida product approval under Rule G1G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express no, imply warranty, insto8atiun, recommended use, orother product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LL COMPLIANCE STATEMENT I TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, bin Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. NS No 74021 IZ 7*'. STATE OF 411441 R 0 N A 12:15:58 0A 10011 4+ 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, EMMMFJMIN TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1/2/2018 Florida Building Code Online BCIS Home Log In User Registration not Topics Submit Surcharge Stars & Facts publications FBC Staff BCIS Site Map Links Sear dbl',V init f j)Product ApprovalinI _)USER. Public User Ay ii_Qs vn L,5a > Application Detail FL # FL3792-R10 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lomanco, Inc 2101 West Main Street Jacksonville, AR 72076 501)982-6511 acarter@lomaneo.coen Andrew Carter acarter@loin an co, 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 BCCQ - CER Miami - Dade BCCO - VAL n d zp- AMiami - Dade TAS 100 (A) Y r 1995 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my products) are in compliance with t new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method 1 Option A Date Submitted 11/08/2017 https:// floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsFgPhXouzzOPGbeVjdikEkuTrizAU6DFsUcmbpCG3RoA%3d°laid M 1/2/2018 Florida Building Code Online Date Validated 11/08/2017 Date Pending FBC Approval Date Approved I1/12/2017 FL # Model, Number or Name Description 3792.1 135 Roof Louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes F 1-3-L9_2 RjtOC _LAC!,ornnp35ZuQNA 16051025)d' Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 08/17/2021 Design Pressure: N/A installation Instructions Other: 1. Refer to applicable building codes for required .D_df ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Verified By: Miami -Dade BCCO - CER Vent shall be installed over composition shingles roofs only. 1 Created by Independent Third Party: Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be Evaluation Reports 3792.2 730 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 feeU 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. 3792.4 770 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 770D 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: Aluminum Roof Louver Certification Agency Certificate Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions E.-L, _jL a-1-11, QA_ LH 5 1 aa "%ff Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports R319- RIQ rjQ,,5 NQA L( ' t)5j_Q2,_$ ,)Aj, Created by independent Third Party: Yes A, s, v, a ic Si?. - 4' v'. a Certification Agency Certificate F 1_3 7JI L-R-LQ, C CAS ULnDrL Quality Assurance Contract Expiration Date 08/ 16/2021 Installation Instructions LU _ 72_L_E1D_,1L_L2m an 71Sri Qa-- P —1f Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports LL_ iZ9JQ A_L23-on7QQ SenQ, : -L- IQA__fj_ 05 : _LQ2_8,pff Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate DLIZ9 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions LLIJ/ 1-2- _ SLULLUto, a muh-1 Q_1_)S_T L__N_ULJM 51111IL12-ft Verified By: Miami - Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Aor7 rLe__-NQ 05,1 _,t nd' jqn',Q_ _O_Q__5 - -_ Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 NQ A 15--_Q709.09,.palf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions F7a, 2__.RLQ_. L1 4 & 09,Q -9,p-d ff Verified By: Miami -Dade BCCO - CER Created by independent Third Party: Evaluation Reports Created by Independent Third Party: Yes t_oaraq :: 4_71_ 24 The State of Hours is an AA/EEO employer. t:tiDL/-_2Q Df FloviLl 'HY4 1; L, I itfilig L _Qoir :: Aj _PJ y littps://floridabuilding.org/pr/ pr_app_dti.aspx?param=wGEVXQwtDqsFgPhXotizz9PGbeVjdikEk(jTrizAU6DFsUct-nbpCG3RoA°/o3d`/3d 213 MIAMIMIAMI-DADS COUNTY PRODUCT CONTROL SECTION I I 805 SW26 Street, Room 208 AND ECONONMICRESOURCES (RER) Miami, Florida 13175-2474 BOARD AND CODE; AI DIVISION 1 (1786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) Lomanco, Inc. 2101 " A"est 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 Miarni-Dade County RH- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (Al 1,I), This NOA shall not be valid after the expiration date stated below. The Miamr-DadeCounty Product Control Section in Miami - Dade County) and./or the Al IJ (ill areas other than Miami -Dade (70LInty) 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 mallUfaCull-Cr Will incur the expense of'such testing and the Al IJ 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 falls to meet the reqUil-CI-TICrItS 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 I lurricanc Zone of the Florida Building Codc, 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 C,',OLlllty 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 ot'NOA. ADVERTISEMENT: The NOA number preceded by the words Mianii-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 LISCr by the Frianul'acturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. Z_` ThisNOA rcnc,vs NOA No. 15-0831.07 and consists of pages I through 9, The submitted documentation Was reviewed by Gaspar J Rodriguez. NOA No.: 16-05M28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page I of 9 ROOFING COMPONEN'r APPROVAL Categorv. Roofing Sub:CLtel.),orv. Ventilation Material: Alurninurn TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED By APPLICANT Test Product Product Dimensions S Lecifi RLIcationscriEtion Model 730 12-3/ 16" x 17-3/4" x 4" IIAS100(A) Flinbossed aluminum static louvered I- OLIVCFed Roof tent Min. thickness 0.025" root ventilation system with a 6.5" diameter opening Model 750 16" x 20-5/16" x 5" I -AS 100(A) Embossed alurninurn static louvered Louvered Root -Vent Min, thickness 0.025" roof ventilation system with a 83" diameter opening. Model 750-S 16" x 20-5/16" x I-A100(A) aluminumS Embossed aluminumlouveredLouveredRoof Vent Min, thickness 0.025" roof ventilation systern with a 83" diameter opening. Model 750- E 23" x 27-1/4" x 5" TAS 100(A) Embossed all,111161LI111 static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8,3" diameter opening 4 1Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Louvered Roof` Vent Min. thickness 0.025" MANUFACTURING LOCATION 1. Jacksonville., AR EvIDENCE SUB,\, lH-rl,',D: Test Agency Test Identifier Center for Applied Engineering M DC-98&99 PRI Construction Materials Technologies LOM- 0 13-02-01 RRWA-001 - 02-01 Firibossed aluminum static louvered roof ventilation system with a 9,75" diameter opening, Test Name Date TAS 100( A) 03/ 16/95 TAS 100( A) 05/21/07 I -As I 00(A) 07 2 8 /15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval ])are: 06/30/16 Page 2 of 9 APPROVED Appi,ICATIONS Tradename: ',,\,Iodel 730,750,750-S, 750-E, 770 Roof Louvers Systern Type A: Mechanical attachment of'ridge vent system over composition shingles, Cutout: Vents shall be evenly centered. ('enter 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. Z" Using marked position as Centel- point, scribe a circle that is the same diameter as the vcrn throat opening. Startitilo 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 tinder shingles. Apply approved roof cement around the edge of the hole. Carefully slide base ot'vent tinder shingles with arrow pointing Lip (non -louvered slant back facing the peak of root). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with I all.noillUrn annular ring shank nails. With the first nail P/4" from roof louver end and a minlroUrn of6" o.c. at the front and backside of louver vent parallel to the ridge, IIAndwiththefirstnail 1 'X4" from rooflouverCild and a minimum of 8" o.c. at sides 0HOLIver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all scams and nail heads with roofing cement. IIRidge Shingle: N/A. Net Free Area: Refer to manufacturers published Incraturc. Minimum Slope: 2: 12 N' OA No,: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradenarne: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing scam, or snap lock, metal root' panels with a ininituLlul Width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the scams- Centel- the \,cut holL between rafters and maximum 18" down from the ridge line to keep the top of the root' \;cut below the ridge line. Mark this position. Using marked position as center point-, scribe in 8" circle. Starting at the (It -III hole; cut vent hole alonc, the scribed circle. Installation: Vent flange width may be reduced to allow euOU11h clearance to fit within the scams. Metal parts shall be "kerf" cut to receive the upslope portion of the vent flange. position vent such that the UPSIOpC flange Slides through the metal panel cut and underneath the incral root' The remaining till -cc sides of the flange rest on top of the metal panel. covering. I , I Apply 1/2" wide beads of an approved ASTM C920 sealant between the upslope flange andZ11 underside of roofing. place additional heads of sealant oil the other three sides of the flangeZ:Z:N between the vent tlari,,e 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. C, 1,asteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to Manufacturers published literature. Minimum Slope: 3:12 GENERAt, LIMITATIONS: I . Refer to applicable Building Code for required ventilation. 1 1 Lorrianco's Model 730,750,750-S., 750-1,", 770 Roof Louvers shall comply with all applicable bUllchrilo codes. 3, Lornanco's Model 730,750,750-S, 75041", 770 RoofLouversShall ]lot be installed on roof mean heights greater than 33 feet. 4, Lornanco's Model 730,750,750-S, 750+1', 770 Roof Louvers shall comply with 1517.6 of the I'torida Building Code I - BC) 5, All products listed herein shall have a duality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the I'lorida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Pape 4 of 9 DETAIL DRAWINGS DETAtt, A 700 SUAIES LOUVERLD ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 L DE,TAIL B 750 SERIES LOUIVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Pa-e 6 of 9 DETAlt, B (CONTINUED) FASTE,NER I..,OCA'rtON FOR METAL PANLI, lNs,rAtA,AT[ON ou 750 nwcsjlmgm NFDA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: OW30/16 Page 7 of 9 DETAIL C 755S SERms LoUVERU) ROOF VENT MCI AMM I tic M NOA No.; 16051428 Expiration Date: 08/1611 Approval Date: 0610/16 Page 8 of 9 750-El SE.RIFS LOUVERED ROOF Vt,,N'I' END OFTHIS ACCEPTANCE NOA No— 16-0510.28 Lxpiration Date: 08/16/21 ApproNal Date: 06/30/16 Page 9 of 9 to MIAMI, '01AN11-DADE COUNTY A, % RDU( CONPOSECTION 1 1805 SIN 26 Street, Room 208 DEPARTNIE ' NTOFREIGULATORY AND E(-,:0N0,N11C REOU SOURCESMiami, Florida 33175-2474 BOARD AM) cooul kimnNis,rRATION DIVISION '1'(780)315-2590 F(780)315-2590 NOTICE OF ACCEPTANCE (NOA) Lornanco, Inc. 2101 West NTaira Street Jacksonville, AR 72076 scoPE: This NOA is being Issued Under the applicable rules and regulations governing the use of construction materials. The t, governing submitted has been reviewed and accepted by N'llarril-Dade County RFIR - product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having (At 1,I), 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 ot'such testing and the AfIJ 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 I ligh Velocity Hurricane Zone of the Florida Building Code, DESCRIPTION: 700 Series Lotivered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Mach unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement " Miarril-Dade County Product Control Approve(]", 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. I' ERNIINATION 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 all endorsement of any product,, for sales, advertising or any Other Purposes shall atitojnaticadly 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 COUTItY. 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 ul its entirety. INSPEcriON: 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,] 5-083 1,07 and consists of'pages I through 9. The submitted documentation was reviewed by Gaspar J Rodriguc/. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval [) are: 06/30/10 Paae 1 of 9 ROOFING COMPONEN'r APPROVAL CatSjt ori': Roofing Sub -Cate Tory: Ventilation Material: Alun-unuill TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED By Appt,,ICANT: Test Product Product Dimensions _SA)ecification DescE!ft!j2E Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) FIrribosscd aluminum static louvered Louvered Roof Vent Min, thickness 0,025" roof ventilation system with a 6.5,' diameter opening. Model 750 Louvered Roof Vent Model 750-S Louvered Roof Vent Model 750-E Louvered Roof Vent 16" x 20-5/16" x 5" Min, thickness 0.025" 16" x 20-5/16" x 5" Min. thickness 0,025" 23" x 27-1/4" x 5" Min. thickness 0.0215" TAS I OO(A) TAS I OO(A) TAS I 00(z-\,) Nlodel1 770 16-5,18" x 22-3/8" x 6" TAS 100(A) Louvered Roof Vent Min. thickness 0,025" MAN U FACTU RING LOCATION 1. Jacksonville, AR E v 11) L N C E S U B M ITT E'D: Test _1k11,1e_11_CN Test Identifier Center for Applied Engineering MDC:_98&99 PRI Construction Materials Teclinologres LOM-0 13-02-01 RRWA-00 1 -02-01 E"tribossed aluminum static louvered roof ventitation system with a KY' diameter opening. Embossed aluminum static louvered roof ventilation system ,,vuh a 83" diameter opening. Embossed alUnlinU111 Static louvered roof ventilation system with a 8.3" diameter opening. Embossed alt,1111inUrn static louvered roof ventilation system with a 9.75" diameter opening Test Name Date TAS I OO(A) 03/ 16/9 5 TAS I OO(A) 05/2 1 1/0 7 TAS 100(A) 07/281/15 N0A No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradenarne: 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. Usino marked position as center point; scribe a circle that is the same diameter is the vent throatI opening. Starting at the drill hole,' cut -,-cnt hole along the scribed circle. Installation: Vents SlIOUld 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 Linder shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent tinder shingles with arrow pointing LIP (non -louvered slant back facin, , the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with I IZ4" aluminum annular ring shank nails. With the first nail 1 '/4 " fromI1 roof louver end and a inininnurn of Ea" ox. at the front and backside of loUVCI- Vent parallel to the ridge. And with the first nail 1 '/4" from roof louver end and a inininlUrn OfS" o.c. at sides of OLIver 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: NVA, Net Free Area: Refer to ma11Uf'aCnJI-CI-S published literature. mininvurn Slope: 2:12 NOA 'No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 00/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type III Mechanical attachment ofridge vent system over non-structural, standing sear, or snap lock, metal roof panels ,vIth a minimum width of 16", Cutout: Vents shall be centered evenly in the field of the panel between the scams. (,-.'enter 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 Centel- point, scribe an 8" circle. Starting at the drill hole-, cut vent hole alonithe scribed circle. 1Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kert" cut to receive the upslope portion of the vent flange. Position vent such that the UPSlOj-)C flange slides through the metal panel cut and underneath the metal root' C covering. The remaining three sides of the flange rest on top of the metal panel. Apply 1/'.," wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing, Place additional beads of on the other three sides of flange Z7 Z: between the vent flange and the topside of the metal panel. SCCUrc the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screvis. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufticturers Published literature. ifilimum Slope: 3:12 GFNFRAI- LIMITATIONS: 1, Refer to applicable 131-tildingZ, Code for required ventilation. Lornanco' s Model 730,750,750-S, 750-F, 770 Roof Louvers shall comply with all applicable building codes, Lornanco' s Model 730,750,750-S, 750-E, 770 Root' Louvers shall not be installed on roof mean heights greater than 33 fee 4, Lornanco's Model 730,750,750-S, 750-E 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FlIC) 5. All products listed herein shalt have a quality assurance audit in accordance with the Florida Building Code and Rule 6 1620-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Paoe 4 of 9 DL'I'Alt, DRANVINGS 700 SERIES LOUN'Eimi) Roou-'Vt,-,N,"r NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 750 SERIES LOUVEREr) Rom N'FNT NOA No,: 16-0510.28QMMIAMMIM Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETER, B (C,'ONTINUED) FASTENER LOCA-HON FOR METAL PANEL INSTALLATION OF 750 NOA No., 16-0510.28 Expiration Date: 08/16/21 Approval Date; 06/30/16 Page 7 of 9 750-S SERIES LOUVERED ROOF VEIN]- NOA No.: 16-0510,28 Expiration Date-. 08,116/21 Approval Date: 06/30/16 Page 8 of 9 flff 750-E SERIES LOUVERED ROOF VENT END OFTHIS ACCEPTANCE NOA No.: 16-0510.28 MIA MMO Expiration Date: 08/16/21 Approval Date: 06/30/16 Ilacyc 9 of'9 NIIAMI-DADE COUNTYMIAMI,Rat 111RODUCTCONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMEET OF REGULATORY AND ECONOMIC RE SOUR0,,S (RER) I%Iiami, Florida 3317-2474 BOARD AND CODE ADMINISTRATION DIVISION -1- (786) 3 15-2590 F (786) 3 15-2-99 NOTICE OF ACCEPTANCE (NOA) Lornanco, Inc. 2101 West Main Street Jacksonville, AR 72076 scon": This NOA is being issued under the applicable rules and regulations governing the use of construction materials, The documentation SLibnilttcd has been reviewed and accepted by Miami -Dade County RFR - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority I laving Jurisdiction (Al IJ), This NOA shall not be valid after the expiration (late 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 falls 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 Miarni-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_ DE, SCRIPTION: 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 other-,visc 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. MiSUSC Of this NOA as all endorsement of any prodUCt, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply G\,nh any section of this NOA shall be cause for termination and removal of NOA. ADVERTISKNIENT: The NOA number preceded by the words Miami -bade 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 docunicritation was reviewed by Gaspar J Rodriguez, NOA No.; 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page I of 9 Rom ING COMPONENF, APPROVAL Cat!jgore e Roofing Sufl)ZCa .tefyorv. Ventilation Material: Aluminum TRADE NANIES OF PRODUCTS MAN 1_17 FAc'rt.jjz Fi) m LABELED By APPLICANT: Test product Product Dimensions -Specification !iLS—C ni P bola11 Model 730 12-31/16" x 17-3/4" x 4" TAS 100(A) Embossed all-1111611,1111 static louvered Louvered Root bent Min. thickness 0.025- roof Ventilation system With a 6.S" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed AL11111111-1111 static louvered Louvered Root'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) Fnibossed aluminum static louvered Louvered Rool"Vent Min, thickness 0,025" roof ventilation system with a 83" diameter opening, Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed alumJ111,1111 Static 10LIvered Louvered Roof Vent Min. thickness 0.0125" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Louvered Root'Vent Min. thickness 0.025" MANUFACTURING LOCATION 1. Jacksonville, AR EvIDENCE SUBMITTED: Test A"eucv Test Identifier Center for Applied Engineering T\IDC,_98&99 PRI Construction Materials Technologies LONI-0 13-02-01 RRlei A-001-02-01 Elinbossed aluminum static louvered roof ventilation system with a 9.75" diameter opening. Test Name Date TAS 100(A) 01/ 161,95 TAS 100(A) 05,21/07 TAS 100( A) 0 7/ 2 8 / 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 root 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 11 1 1opening. Starting at the drill hole, Cut %'cut hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the root'. Remove roofing nails frorn 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 tinder shingles with arrow pointing up (non -louvered slant back Facing the peak of root). Make Sure the throat of the vent is centered over \ ent hole, fasten the base to roof decking Nvith 1 14" aluminum annular ring shank nails. With the first nail P/&" from roof louver end and a minimum of6" 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 I minimum of8" ox. at sides of louver vent perpendicular to ridge, keeping heads of nails tinder shingles where possible (see 700 Series louver roof \,,cut profile ch-w,vin,o). Seal all seams and nail heads with rooting cement. Ridge Shingle: N/A, Net Free Area: Refer to Ilia 11 U III CtUrc rs published literature, millinium Slope: 2: 12 NOA No.: 16-0510.28CMIAM10000ExpirationDate: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type W Mechanical attachment of ridge vent system over non-structural, standing scam, or snap lock, metal roof panels with a minimum vidth of 16". Cutout: Vents shall be centered cvenly in the field of the panel bcteeen the scarns. Center the vent hole between rafters and maximum 18" (]own 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 UPSIOPC portion of the vent flange. position vent such that the UPSIOPC flange slides throughg-h 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 `1'2." 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 ofthe metal panel. Secure the vent to the deck using (7) corrosion resistant 4 10-7 x 1-1/2" hex washer head screk,,,s. I'asteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manUfacturers published literature. IMinim3MinimumSlope: A 2 GENERAL 1,11MITATIONS: 1. Refer to applicable Building Code for required ventilation, 2. Lornanco's Model 730,750,750-5, 750-1,", 770 Roof Louvers shall comply with all applicable building codes, 3, Lorrianco's Model 730,750,750-5, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 31 feet. 4. Lornanco's Model 7' 10,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FB(,') 5 All products listed herein shall have a qW.1luv assurance audit in accordance wh the IBuilding lorlda ICodeand Rule 6 1 (320-3 of the Florida Administrative Code. NOA No.: 16-OSIO.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 ol'9 DETAlt, DRAWINGS 1) ETA It, A f 700 SERIFS LOUNTRED [WO VENT NOA No,: 16-0510.28 QMI AMMI DAB M M= Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of'9 nawmm 750 SERIES LOUNTRri) Roor, VENT QMIAMMI MOM NOANo.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 00/30/16 Pacyc 6 of 9 DETAlt, B (CONTINUED) FASTENER LOCATION FOR INIET,,'vt, PANLI., INSTALLATION OF 750 MUNIMOM NOAN'm: 16-05M28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 750-S SERIES LOUVERED ROOF VEIN F NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/10 Page 8 of 9 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE N'OA No.: 16-0510,28 1,Apiration Date: 08/16/21 pproval Date: 06/30/16 Page 9 of 9 i"man. H.,a tar, In User kegmtrat'on Hct Topj,$ Submit Svmharq. Stat, & f,,ts PublicaVOIS rW' .,tiff site rlao i I w's Search 4 Product Approval USER: -hOlic User Product Aoyal MeEw > ELLq( a Search > ALpI -_41 > Application Retaili _, i List, _ FL # FL158-RIO 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; PhoneJErnail Authorized Signature Technical Representative Address/Phorc/Fmall Quality Assurance Representative Address/Phone/Email Category Subcategory CompilancL 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 ciparrino(cTcastcrotc.corn Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino(c)icastcretc,corn Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@casbcrcto,com Structural Components Products Introduced as a Result of New Technology Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 5Aa adArd ACI 318 I MS 40? Product Approval Method Method I Option A Date Submitted 1.0/18/2017 I Date Valldatcd Date Pending FB(- Appi oval Date Approved Summary of Products, 11/14/2017 11/21/2017 FL # Model, Number or Name 158.1 High Strength Concrete Lintels Limits of Use Approved for use in 1-I Yes Approved for use outside HVHZ. Yes Impact Resistant: N/A Design Pressure: N/A Other. Superimposed loads shall not exceed allowable safe load EMM= 4, 6, 8, and 12 inch wide I'ntels Certification Agency Certificate I4I-531 -A 17- 2 .19.rdf NQQuality Assurance Contract Expiration Date 09/ 11/2018 Installation Instructions U- 12L R' G Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11, - I 1 E" 1 11 QaLtUtUs :: Zt oa s s' 4 F' ne State of Florida is as AA/FF0 oinplcyctu , :qjly FionrJa, _"""jvacy cgruoip_i,atmcnt :: StLn(I s a — nt Under Flanda 1aw, email addresses are public records, If you do not want your e-mail address released in response to a public -records request, do not sand elts.-trorou mail to this endt y. It -stead, contact the office by ohoie or by tadfforal maih Tf you J,ave any questions, please contact 850.487.13135. -?u-.suant to SeUion 455, 275(11, 'mr1da Statutes, effective Oc_toaer 1, 2012, !iceisces licensed urcley Chapter 455, F.S. must provide the Depaltniont with an small address if they have one. 1 ne smalls provided may be used for official commit " icatei with the licensee. However ernal, addresses are puNic record If ym; do not wlh to, supply apersonal ic dmsq, pleaseprovidethe cepirtmLant with an email address which can he Made available rc the Public, To del"11rulzie If ysu are a licensee Linder Chapter 455, F.S., please click here.. Product Approva I Accepts: M W 1*90 M Crei:A Card Safe M I AM I-:DA2DE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENr OF REGUEATORYAND E CONONTIC RESOTiRCES (RER) 11805 SW 26 Street, Roan) 208 BOARD AND CODE ADNIMSTRATtON DIVISION Miarni, Florida 33175-2474 T(786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE mviv,Tniamidade 0NO,.,. Cast -Crete USA, Inc. P.Q.13ox 24567 Tampa, Filorida 33623 SCOPE, - This _N0A is being issued tinder the -applicable, rules and regulations governing) the use of construction materials, The doonmentation submitted has been reviewed and accepted by Nflanii-Dade County RFR- 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 Mianti-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 AH-1 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 Minint-Dade County Product Control Section that this product or material fails to tweet the requirements of the applicable building code, phis product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete ) 4", 611 & 12" Ifigh Strength Precast and Prestressed Concrete Lintels APPROVAL DOCITNLIENT: Drawing No. IID4612, tided Trvcast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Panino, P.E,, dated March 24, 2003 and L)rawinty No, L't`4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe LoadTables", sheets I through 3 of 3, prepared by Craig Parrino, P,E., dated March 24, 2003, last revision dated June 12, 2014, all signed and scaled by Craig Parrilio, P.E,, on August 19, 2014, all hearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and The expiration date by the Miarni-Dade County Product Control Section. MISSILE IMPACT RATING: 1,arge and Small Missile Impact Resistant LABELING; Each lintel shall bear a permanent label with the manufacturer's narno or logo and the Miami -Dade County logo. WENEWAf i of this N10A 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. TE,RMINATION of this NOA will occur after the expiration (late or if there has bean revision or change in the materials, use, and/or manufacture of flie product or process. Misuse of this N10A as an endoesernent of airy product, for sates, advertising or any other purposes shall a-atomatically terminate this NOA. Failure to comply with any section of this NOA shall he cause for termination and removal of NOA. ADVERTISEMENT: The. NO inunber 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. INSPEGFION: A copy of this entire NOA shall be provided to the user by the manufactuier or its distributors and shall be available for inspection at the Job site at the request of (lie Building Official. I This NOA revises NOA H. 14-090103 and consists of this page 1, evidence Submitted pages E-1, E-2, and 1 _3 as well as approval document mentioned above. The submitted documentation was reviewed by Ifelmy A. TAJal(ar, PY,,, M.S. 0V "y iV 4NOA No 17-0821,18 MCIA 0UNY r --," Expiration Date: 09/11/20t8 Approval Date: 09/28/2017 09 / z - 7 Page I Cast-C'rete USA, Inc. NOTICE OF ACCEPTANCE: -,,-EVB)P'.NCE SUBMITTE D 1. EVIDENE SUBMI'l."I'ED UNDER PREVIOUS APPROVAJ, #03-0605.04 A. DRAWIN("CfS 1. Dra-wing Mo. PD46,12, titled "Precast ezrad Presiressed Lintel Details", sheet I of 1, prepared byCraig Parrino, P. F, dated March 24,2003 and Drm—ving No, 1,7',1612, titled oug -e "Cast -Crete 4 ", 6" & 12 " LinielSafe Load Tables sheets I thi 17 3 af 3, p pared by CraigParrino, P.E., dutedMarch 24,2003, last revision #1 dated April 28, 2003 both drawings signed and sealed try Craig Parrino,.P.E, B, TESTS 1. Test report on flexural testing on 4", 6" & 12" Precast (7oncrele [Jineis Filled and Uqfilled-Alfodels, totolqf(13) concrete lintel sl)eciii7cris,pej-.,4,S'TiVIT!,529-.94,prepai-ed by Applied Resecxrch Laboratories, Report No. 30,404A, dated 04110103, signed and sealed by Christopher A, Hanion, P.E. CCALCULATIONS L Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.K, signed and sealed by Craig Parrino, P.,& Z Calculations for Cast -Crete Lintels, elated 0512 9103, 140 pages, prepared by Craig Prwrino, P.E`„ signed and sealed by Craig Porrino, PS D MATERIAL CERTIFICATION: L Quality ,Vstem Manualfor Cast -Crete Alluchine Made Precast Lintels revised on May 1, 2002. 2.. Cast - Crete QvalirySystem Allanvalfor Pres(ressod Products dated 2002, 2. EVIDENCE SUBMITTED UNDER PRIMOUS APPROVAL 4 08-0320.09 A. DRAWINGS 1, Drawing X6. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig.Parrinol P,.E,, dated March 2.1, 2003 Und.Drawing No, 1.74612, titled Cast -Crete 4 ", 6" & 12 " LintelSaft Load Tables", sheets I through 3 of .3,prepired by Craig.Parrino, RE', datedMarch 24, 2003, last revision dated March 11, 2008. 13. TESTS L None. C, CALCULATIONS L None. D, QUALI'11' Y ASSURANCE try Mic7i7ii-.1)(. TcleCoiirity.Bitit6liTi7 ince Code Compli( Office, E. MATERIAL CKRTIFICATIONS 1, None. jl/ JTelmy A. MAar, P.E., MIS, Product C'ojitrol Section Supervisor TNOA No, 17- 082 Ll 8 Expiration Date: 09/ 1;I/2018 Approval Date: 09/ 28/200 Cast -Crete USA. Inc. NOTICE OF ACCE PTANCV,: EVIDENCE, SEBMFFTI,D 3. I'AqDENCE S-1,10111"IT',D UNDER PREVIOUS APPROVAL 9 J2-0209A2 A, DRAWINGS T Drawing No. FD461Z tilled "Precast and Prestressed Lintel Details", sheet -1 of 1, prepored by C oig Parrino, P, F, dated March 24, 2003 and Dra-wing, NO. r _ LY' 4612, titled "C'Ust-Crele 4 ", 6" & 12 " Dntel&ife 1,oad Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.P., datedWorch 24, 2003, last revision dated Alfarch H, 2008, al[signed and sealed by Craig Parrino, P.E., on March 22, 2012, B. TESTS 1, None. 1. CALCULATIONS 1, None. 1). QUALITY ASSURANCE 1, . y lViarni-Dade Couqj) Deportment qj'Permitlh7g, Einvirotmw2t, andRegulatory Affairs, E. MATERIAL CEI(flFICATIONS I, None, F. (NITER 1. Letter from Fast -Crete Corporation, dated Fehruai-.v 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florfda Bi.diding Code, 2010 Edition, 4. EVIDENCE suamrrl'Eu UNDER PREVIOIJS APPROVAL # 13-0321-07 A. PRAWINGS 1, Alone. 13, TESTS 1. Alone. C. CALCULATIONS J. None. D. QUALITY ASSURANCE 1, By Miami-.0ade CwMy Department of Regulaloty andl.,coiwmie Pesources (RER), F. MATERIAL CERTIFICATIONS 1. NO)' 10, 7- elmy A, Makat, P.E., M.S. Product Control Section Supervisor NOA No, 17-0821.18 Expiration Date: 09/11,12018 Approval Dater 09/28/2017 E-2 Cast-Crac UIS11-4 NOTICE OF ACCEP't"ANCE: EVIDENCE SUBMITTED 5. 1WIDENCE SUBMITTED UJNDER PREVIOUS A.11TROVAL ff 14-0903.03 A. DRAWINGS 1. Drawh?gNo. JTD4612, litled "Precast and.PrestressedLintel Details", sheet I of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6 " ct 12 " Lintel S(.ife,Load 7'(tbles",sheets I through3 oj'3, l(i.ylt~evi'siondated OO112114, all prqpctred, signed and sealed by Craig Parrino, P-E., on 08119114. B TESTS 1. Mane, C. CAI_ ULATIONS 1. Calculcitionsfor Cast-Creh,, Linfely, dated 08/1 912014, pages 14,201 through 4236, preparedby CMig.Parrino, RE., signed caned sealed by Cra4,, Porrivo,P-E. 1). QUALITY ASSURANCE L By Afiami-Dade Counly.Department tyRegulafory and Lconowic -Resources (RER), K INIATERIA1, CERTIFICATIONS 1, None, F. OTTIFR 1, Letter from Cast -Crete USA, Inc., dated 08119120.14, s igned and sealed by Craig Parrino, P. E., cert, 'fying conpliance with the .147oricia -Building Code, 20111 E'dition, 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None, H. TESTS 1, None. C. CAT,CTJT, ATIONS 1, None, D. QUAUTY ASSITRAN( T 1, By Alfiami- Duck, County Department qf.Reguhnory and Aconoinic Resources E. NITATERIAL CEWFIFICATIONS 1, None, K OTHER L Compliance Letter with. the Florida Building Code, 2017,1,'dition, issued by Cast- Crele USJ, Inc., dated 08108117, signed &sealed by Craighirrino, 1'. 1,7. I-e1- f c I i my A. M alka r, P, E,, m, S, tv Product Control Section Supervisor NOA No, 17- 0821.18 Expiradmi Date: 09/ 11/2018 Approval Mite: 09t28/ 2017 F, - 3 hIGH STRE NGTH PRECAST A — PRE-S-1-REESSED CONCRUE UNTELS ci N.- y' 1-INDAll-IL 11AL T/N8 LE 01% J UK- 12" 4', f-' -4 S y E—B' TYPE A TIIRF A" pij2V FTELF', j4QT4 f-AGE AF flc LOR-M= 12" ELEfA5MAMHL7L!- W *0 F".1 K MPRO .XEz OFWIM—. KNUKL-JK-Kil 19 Vo3— 1S , A h r—1 1—F ivd"ll*- —IlO— 0- OW9.1 o.4 M S-, A1 , OF W 4UR, lSD-FNFfi FL33584 FL. P.E. Uf- M3, WS PRECAST AND REESSED LINFIEL DETAILS Uk"m SY. MAN i5 AS WT: P-5. SAFE GRAVITY LOAD$ FOR 6" PRECAST ULINTELSAFE LATERAL LOADS S FOR 6" PREMT U-LiNTELS SAFE UPLIFT LOADS FOR 6' PRECAST U-LMTIELS T--SARF- LoAL3SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD - POUNDS PER LINEAR POO 4-T4-.- PLF TYPE 6Va 7-. TYPE TYPE LE LENGT - 1 6U86F8-lT B,12-1VM6-11 61 4- IT NGTH H LENGTH 4- 722 9357 "-6' (42'1 PRECAS, 587 1055 596 V-6- (42-) PREWST 1412 2074 3355 3997 46M 5274 PPCAST.--12332 -2111- 13015-1 7 SlEl 2715 2025 2313 38G2 5,151 1 6148 7227 5297 19357 14'-0' (4e/ ?RECAl,' 487 787 44o 4' a" (45'' PREGAT' 1225 B,W 2357 2913 347G 4027 4583 4'-6' (54") PRECAST 1654 1387 3533 50.'j 6148 t 7727 8297 9357 14'-6' (54"' PPCCAST 415 RUG 544 '4'-!j" (W) PRECAST l0a3 592 2034 25i-l' 3 Q 6'91 3562 4055 I fM 7 20 21H8 d 3557 57,14 7227 520,1 PRECAST 300 35C 198 Z'-- 1 j"(73 ') PRECA7- III '112L 1979 2357 2736 14 4- V-3, f7a') PRECAST 949 1831 23bO 4323 67,37 8297 7 6-6 PRECAST 253 49C 1,57 16, -6, (73') PRECAST 723 1771 2 2-19 7 1078 7'-t-," 90-) -' R-WT 77 1457 21PB 315! 4,124 6 W, 167 ,a 863 24,31 851 1 11ZCAll122 - r --o' S) , piuAsy 54.8 i 1240 154_ 18 43 9'- 4 si 12.') PRECAST E,l P60 i )513 1573 2084 27S5 37,31 5017 C-4- (112-) P ECAST 173 352 74 9'-4' 1112) PHEACAST 575 571 1ir.li 94 1125214S217,32 7 503 5H 895 270 M 151 276 58 5'J?e', pru'- 62228953747PRECA5TI6l26-) PK- CAST 5A 452 787 121 13,16 1551 1 PRECAST 457 5 11 -CAST 474 404, 855 i S55 1442 1645 3'_qu1 8105 11,'-, 150Y 19522492ISV-4'(136") PRECAST 139 1 311 49 1'- 4" (1 36L' p: 144') IlK t! "KC- 25 41- 717 441104213771769E 2808 2'-P,' (I W) PREMT 1311, i 277 44 IV-0 CAST 3 1 454 57 619, 883 1093 129% '5o5, 3 1 2285 373 417 645 3951170 148 1 &52 4TL 22,3 ?RECAST 117 35 IS-4'( 160" PRECASTIC21 34H a 51-5 s 735,L I- i51 1 31_1 15K)5835 L-07 1137.3 1,i 71W 238714'-C" 68") PREMST !!I 2C 2 Z12 ?RICAST Ma 8:7, 9fA 114579 9B5 I i9d R, I 2, M45562014,37 17',-4"(238') PRESTRESSED NR. 1 30 21 '7'-4'(208' PRECAST 2,3f;r3M 41, 3 P03 fi) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUC" 0115 7CR SEE GENERAL NOTE 78 rh THE NUMBEK IN PARENTHESIS ARE PERCENT RE0'j,;TVJN5 FUR RADE 40 FIELD AMED RERAN- SFE IFWPWL 4, 07 NO. 4 GRADE 40 REL) AWED REMR, SEE CFNiERAL NOTE NO. 4 SFE GENERAL NOTES - SHEET 1 OF 3 KgZ C)..' E F 41 CRAIG PARruNo 0 6324 OR 579 81FFF,& RFL S3,%4 PL-RE UG.Na, wa 11--f:CAST--C, -- T E 4", 6" & 12" By LP 7EL SAFE CAD TABLE R -G, I - il"-,, A 47--5 10 45 I z F41 ET i OF s SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS i SAFE LOAD - POUNDS PER LINEAR FOOT TYPE" LENGTH 05 QW2B 1212-7a 12F15-2a 11,20_2 3'-6- (42') PRECAST 3428 5000 -63t3 7619 S352 1 =050 12755 14433 PRE St 2923 i 4232 -,,838 ',161 S352 1 i0&01 1215a 4'-6' 4f_MECAST 2,13M li3454 3C4 1519 9352 !1QO0 55 ,4438 j 1612 2320 521a 5234 8487 11060 1,2755 1443z,,l 61- 6. (18", PRECkST, 1383 41B5 642 1 4438,,,l C-86 2579 '0032 M5 j__ 138 1828 2131 3218 4E76_1 6756- 9763 9'- 412') PRECAST 111,116 1,5 1 21,11 W 83 4167 5f93 75,;2,.Yl lu -0S 15 l 25FRFCKT 'A' 123 i 8-3 IT5 12 4 4 5532,, 5 OW) PSFCAS7 518M 1 -4-545 lle212216 2893 -17 ig j 41 6 "1 4_56 42C4, T78 10 73 1;.73 - - l 44") , ,CAS2 3 3b, 751 1 225 12S4 172188 2743 T 34C9, 4'-O 68`) HRECAST 21 720 ye855 1 1584 201 00%), 2451 31, PRECAST NR 45', {AoLlt,Lmll ill" 1141, 1428 i750 21C2 7C- 925 =52 Atd 1609 iti THE milm"n tiPmm-,-,), s m£ KEcoNT E-'armais FDiz VOLE 40 FIM MM, 11,1W. SEC COMM& NOZ K4 4 SAFE GRAVITY 1_OAUS FOR 12" PRECAST W! 2" RECESS DOOR U-LINTELS 1) THE N1,W-RS '41 PARUORE5- ffE PLRCE?fr R@=MNS FOR 61,4FE 40 FRIL ACDZ0 RZEAZ DEC DUNERAL .ME N,,, 4 SAFE~ LATERAL LOnS FOR 12' PPECASTial 2" RECESS DOOR U- LINTELS lor—-V- PLF f 12RUG 12R 6 T ROM LENG7F,__--__ 4'-4(52) PRECAST f1295 3692 258 4'-5- (54-) PRECAST 1213 j 3458 1241 5'-8- (68) PRECAST 784 122, 36'1fist 5'-1G'(70') PP ECAST J 74Y 2120, 6'-8" (80') PRECAST 602 1716 117,' 7_6 719Ull)_ PR—EM-F 1 504 11438 ; 914 5'-8' (116") PRECAST 1 355 1 10111A,V1 PRQ`jUT R SEE GENERAL N077S - SHEET I OF 3 MEMBER OF N 2 0 IS 09 fl) Rf hEU6 ;N PMEMNSIS ARE KRDE41 REDUDENS FIR GWE 40 11W 9010 R W_ SEE GENEPA RME NO. 4 SAFE UPLIFT LOADS FOR 12" PRECAST WJ 2" RECESS DOOR U-WNTEL5 SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH 4'- I'S2' PRECAST 1528 2555 374-A 4'-6" (54') PRECAST Mbi552: 3602 5'-8' (%8 PRF'GkST 1210 1 2042 2850 VPECAST I 73 11994 jet 2769 6 °R£CA i 1020 1- 53B 2426 011 931 04, j 1222 2 6212166, 3, I 5') PRECASTi703,j 771 1, 472, fj*, IN PAMMMMS Ev Fii:R ADDED ZaAk AREPERCEWRRUMonsFcl M Ga'gk VDIE hl 45T4/447 W)-F t224 Qq 579 tr VONACAST- CRETE 4—", 6" & 12" LIN- IL SAFE LOAD T43LES FI!WU..""4 umfiH Byi AIRWO FLS,Klll; MPAIDi.KE28T, Ciz -RRO P.E.p__—Am ?fo 34D7_3 MIAMI- NUAMI-DARE COUNTY mmaPRODUCTCONTROLSECTIONDEPARTMENTOF REGULATORY AND ECONONUC RESOURCES (XYR) 1 t405 SW 26 Street, Room 208 BOARD AND COPE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T(786)315- 2590 F(786)315-2599 NOTICE OF ACCEPTANCE ( NOA) Cast -Crete IJS. A, Inc. P.O. Box 24567 Tarnpa, Florida 33623 S<-,on.: This NO is being issued under the applicable rules and regulations governing the use of construction materials, 0 _' nt ( The documentation submittedhasbeenreviewedandacceptedbyMiami -Dade County RFR- PT () dU t (10 T)I St,,cf,ion to he used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AT IS). This NOA shall not be valid after the expiration date stated below, The Miarni-Dade County Product Control Section (In Miami Dade County) and/or the AFIJ (in areas other than Miarn! Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform ill the accepted rnatiner, the manufacturer will incur the expense of such testing and the ATIJ 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 detennined by Mianti-Dade County Product Control Section that this product or material fails to meet, the requirements of ttw applicable building code. This product is approved as described herein, and has been designed to coinply with the Iligh Velocity I lurricalic Zone of the Florida Building Code, DESCRUTION: "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 cif 3, prepared by Craig Parrino, P,E., dated Junk) 7,11996, last revision dated June J2, 2014, signed and scaled by Craig Parrino, P. E,, on August 19, 2014, bearing the Miarni-Dade County Product ("ontrof Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section, MSSILEIMPACTRNTING: Large and Small MlissileImpact Resistant LABELING . Each lintel shall bear a permanent label with the manufacturer's nall'10 or logo and the Miami -Dade County logo, Ilk 'Ntf. WAL of this NOA shall be considered after a renewal application has been filed and there has been no charge 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. Nylisuse of this NOA as an endorsement of ally 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 real oval of NOA, ADVERTISElENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertisitag 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 & U-6 as well as approval document mentioned above. The submitted documentation was reviewed by Makar, NOA No. 17-0821, 19 Expiration Date: 05/2. 1/2022 4=MJAHJi1=E CCA 7 IAD. Q) N TOY0— UZIM, I Approval Date: 09/ 28/ 2017 fi 7 Page I Cast -Crete TJSA, fne. NOTICE OF ACCEI"I'ANCE: EVII)ENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PE EVI.OUS API)ROVAL 496-0613,01 A. DRAWINGS L DrawingNo. b"D8, titled "Cast -Crete 8" LintelTlabrication Details", prepared by Craig Parrino, dated 06/07196, revision #1 dated 11108196, sheet] of 1, andDrajving No. LT8, titled "Cast -Crete 8" Lintel SqIL, Load .Tables", prepared by Craig Parrino, P, K, dated 06107197, revision 44 dated 04128198, sheet I qf'f, both drawings signed and sealed by Craig J-'arrino, P.E. B. TESTS 1. Test report onfleviral testing on Precast and Pre -stressed Concrete Lintels 1,11led 411odels, total ql'(36) concrete lintel specimens, per ASTM E-529-94, prepared by Alylied Research Laboratories, Report No. 2970213, dated 071130197, signed and sealed by Christopher A, Hamon, P, E, C. CALCULATIONS I Calculations for Cast -Crete 8-inch Lintels, dated 061061,90, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P. E. 2. Calculations for Cast -Crete 8-inch Lintels, dated 11111/96, 4.5 pages, prepared by Craig Parrino, PIE., signed and sealed by (.raig Parrino, P.E. 11. MATERI AT, CER'11FICATIONS 1, Mill Ce7lified.Inspection Report Silo -94 datedApril 1996fbr cement bySouthdown Brooksville Cement Laboratory. 2, Mill Certi/iedInspection Report 420-8275 cititedO6l2Ol95ji)rpl,e--stressiligstrand' l)J) The Crispin Company, 3. Mill Ceri edlns.pection Report #20-8345 dated 1111.3195foi-pre-stressing strand l)); The (7rispin ( 7ompany. 4. Mill CerlifiedInspectionReport 112111-078240 dated 04125/96for 43 rebar by AmeristeeL 5. Mill CertifledInspection Report #84-M1.9614 dated 0212.91.96for 85rebar by Birmingham Steel Corp. 6. Mill Certified -Inspection Report #58-A66332 dated 011281,96jbi, IN rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report 484-M20749 dated 04105196fi)r 45 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report 1184-1119805 dated 03106196fir 114 rebar by Birmingham Steel Corp, 9. Mill Certified Inspection Report 1184-il421208 dated 0412.1196,for !J'4 rebar by Blrrnlngham Steel Corp, f 0. Mill Certfed limpection Report ft 84-jII120652 dated 04103196fiv 45 rebar by Bo,mingham Steel Corp, Inv c Ie myA. Makar, P.E.,TYLS, Product Controt Section Supervisor NOA No, 17- 082,1.19 Expiration Date, 05/ 21/2022 Approval Date: 09/ 28/2017 Cast-0 ete USA Inc. INOTICE' OF ACCEPTANCE: EVIDENCE SUBMITTED 11. A/fill Certified Inspection Report M441207-49 doted 0-1,405,196for 05 rehar by Birnfinghmn Steel Corp. 12. Quality Control Akfanualfor Cast -Crete Machine -Allade, .Precast Lintels dated 05114/96 13, Quality Control illfani(alfoi°.Pt•e-s,ti-es,yed products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None, B. TESTS J. None, C. CALCULATION'S 1. None, 1), AIATERIAT, CERTIFICATIONS I. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 03-0605.05 A. DRAWINGS; 1, DrcnvingNb. FD8, titled "Cost -Crete 8"Lintcl Fabrication Details'; sheet I qj'l, prepared by Craig Parrino, P-F, dated,hine 7,1996, revision 42 doted,Januory 28, 2003, and.19rowing No. LT8, titled "Cast -Crete 8" Lintel Safe Load 'fables`; sheets I & 2 of 2, prepared by Craig,Parrino, P,E, dated June 7,1996, revision 485 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, R.F. B, TESTS: 1. Test report onflee Ural testing on Precast Concrete ,rintels Filled Models, total of J2) concrete lintel specimens, per ASTM E-529- 94, prepared kv,4,pplied Research Laboratories, Report No, 30404,13, dated 04123103,signed and sealed by Christqpher A. Hamon, P.E. C. C-A1,CULATIONS: 1. Calculations for Cast -Crete J-hghS1rengfh Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1,1 through 1,493 and 2.1 through 2, .330,prepared by Craig Parrino, RE , signed and sealed by Craig Parrino, R E. MATFRIAI, CERTIFICATION: I, QualitySystem Nianual,for Cast-Cr-eieAllachiiie.Afacle Precast Lintels revised on May 01, 2002. 2. Cast - Crete QualitySystern Mantialfbr Pre -stressed Products dated 2002, dL my A. Makar, P,E,, M.S. Product Control Section Supervisor NON No. 17-0821 . 19 Expiration Date: 05/21r'2022 Approval Date: 09/28/2017 Cast -Crete USA Im. NOTICE OF ACCEPTANCE-. EVIDENCE.SUBMITTED 4. EVIDENCE SUBMIT EH) UNDER PREVIOUS APPROVAL 806-0222.01 A, DRAWINGS L Draiving-No. PM, titled "Cast- Crete 8" Linlel Fabrication Details"., sheets I through 3 of'3, prepared by Craig Parrino, P. F, datedJune 7,1996, Iclst revision dated Februciry 17, 2006, signed and sealed by Craig -Perrino, P-E B. 'TESTS L Mone, C. CALCULATIONS 1. None, D, QUALITY ASSURANCE 1, By J147ami-Dade Building Code Cornpllance Qf ,fice. E. MATERIAL CER11FICATION L Nonew F. OTHER 1, lxtlerftom Cast -Crete Corporation, dated 0212012006, signed ky Craig Parrim, J' K S. EVJDFNCE , SUBMITTED UNDER PREVIOUS APPROVAL 14 11-0121.04 A. DRAWINGS L None, 13, TESTS 1, None. C . CALCU LATf ON'S I . Alone. 1). QUALITY ASSURANCE 7, By Miami -Dade Building and Neighborhood Comj)liance Department (BN(,). F. MATERIAL CERTIM CATION 1, Norte. K OTHER L Letter from Mast -Crete Corporation, dated lanuary 18, 2011, signed by Craig Parrino, 11,E, certifying- compliance with the Florida Building Code, 2007 Editlon elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA N4).17-0821,19 Expiration Date: 05/21/2022 Approval Date. 09/28/2017 E - 3 Cast-( ji:ctc USA, Inc. NOTICE OF ACcEnANCE: EVIDENCE, SURMITTED 6. EVIDENCE SUBMIT'mj) UND11"M PREVIOUS APPROVNI, #12-0209,13 A. DRAWINGS L DrawingNo. FD8, titled "Cast -Crete 8"Lintel .Fabrication Details", sheets I throw gh3 of 3, prepared by Craig Parrino, kfi,, dated Jane 7,1996jast revision dated February 17, 2006, signed and sealed by Cro(g -Parpino,,P, 1,,, on March 22, 2012 1, None. CALCULATIONS L Alone. 1), QUALITY ASSURANCE 1, By 111ami-Dade County Department qfPcrmitting, En vironinend, and Reg-ulatory Affairs. E. MATERIAL CERTIFICATION L IN'017e F. OTHE R 1. Lettcrftorn (.ast-Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, RIK, certif yingcompliance ivith the Florida Budding Code, 2010,'Wdition, 7, EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 414-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets I through 3 of 3, pre1wred by Craig Parrino, RK, dated June 7, L996, lost revision dated .Tame 12, 2014, si yned and by (,?w!g.Parrino, RF, on Aupst 19, 2014, 00I. - None, c, CALCULATIONS L Calculations.for High Slrenl,,th Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 143 01 through 14.124, prepared, signed, sealed by Craig Parrino, P. P. D QUALITY ASSURANCE L By Mand-Dade County Department ql'Regulator y and ,Fcononfic Resources (?ER). F. MATERIAL CEWFIFfCATION L, Nome, F. OTHER L Lettel"from Cast -Crete UM, Inc, dated.,4ugust.l 9, 2014, signed and sealed by Craig Parrino, P. A,, certflyhkg compliance with the Morida Building Code, 2014 ]Edition, 5 7CI,oly A. NITal v r, PAT, M.S. IA` Product Confrot Section Supervisor NOA No, 17-0821.19 Expiration Date, 05/21/2022 Approval Date: 09/28/2017 E - 4 Cast-!C,rete IJSAtnc. NOTICE OF ACCEPTANCE- EVIDENCE SUBMJTTED 8, EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-01,26.03 A. DRAWIN(JS 1, None, B. TESTS L 'None. C. CALCULATIONS 1, None, 1). QUALITY ASSURANCE L By Miami -Dade County Department of Regulatory and Economic Reswerces (RER). E. MATERIAL CEJ-1,TJFI(1',A'I'fON I. Alone, F. OTHER 1. Letter` ftoin CastCreteUSA, Inc,, dated January 13, 20.16, signed and sealed by Craig Parrino,, P,E,, certi%Ing compliance with the Plorida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPIZOVAL #17-0227,15 A. DRAWINGS 1. Xone. TESTS L Verification Test report on flexural testing on Precast Concrete Lintels pilled 111.1ode./s, total o,( ,, 8) concrete lintel specimens, per ASTAII 14,-529-94, prepared by,1717_Report No. 16- 0425, 08, dated 01126117, signed and sealed by Jdalinis Ortega, RE C. CALCULATIONS 1, None, 1). QUALITY ASSURANCE L By Miami-Dack, County Department (?f Reg-tilotopy and (RE-R), E, MATERIAL CERTIFICATION L None, 4ehny A. Makar"P.K, MS. Product Control Section SoFervisor NOA No, 17-082 1 , 19 Expiration Date: 0S/21/2022 Approval Date- 09/28/2017 Cast -Crete USA. Tim NOTICEOF ACCEPTNNCE- EVIDENCF SUBMITTED tO. NEW EVJI)ENCESUBMITTED A. J)RAWING'S L None. B. TESTS 1. Mone, C. CALCULATIONS 1, None, J). QUNLITY ASSTAIANCE T By Miami -Dade County.Dcpartinent of `Reg islatory and Lconoinic Resources (R1.,,R), ENIATERTAL CE10"(FICATION 1, Norge. F, OTHER 1, [ etterfi-om Cast -Crete 11,;A Inc., datedAugust 08, 2017, signed and sealed by Craig Parrino, P,E., certifying coinpliance with the Florida Building Code, 207 7 Edition, ci t 1aEz Y, Product Control Section Supervisor NOA No, 17-0821.19 Expiration Date, 05/21/2022 Approval Date: 09/28i2017 F, - 6 Tl+c I- MY '° 55yM,+tA biL AiNCA lNR{iy HSTRENGTH PRECAS? AND } _ ____ n Mn'" GH. -- I PRESTRESSED GONCRETE UNTELS_. rkm avith;} scPlvs:,iaia S3 th9a:,°`ag r>8c _ wr .rr' 6 p 2 7, i p J7, 1 A. 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LiG, i:0.95G tY."iN-JS Na +" XiC& "7 iTS 11 c6f S..fl7 GP AA41-OkEiz USA, ;NC, dtt } 9ESJ3t: $ 4' 7-13 ; kTION cur' rs DETAILS uses 5 xet. a i cr acr a I I SA;P GRAVITY LOADS FOP VVRECAZT3, PR,2SU+FSSHDU-LJMTEL,5 t4=1t,-am SAFE LOAD -'POUNDS P:-:,r< UINEAR FOOT LEI,GM 6, II ,_ ` ( 42- -CAST A-C" (48-) DREcpa PfUMA YREMr, 6'-B- (781 PRECAST 76' f. ; PK 1. 3'-" 50 ) PROGASI PRETEEMED 7'- 4'c2f)pin Pc"-ITT= f EsTu'wD 21'- 4- (2W) PR SZD 72 Y 264) RR%FST RiSM 1— REDUKMON5 FOR G E 40 ahVA NUIt NO, IM Ul bhtJ ) Ul a. Ti WE LATERALLOADS MR V PRWAST & PRESMMO U-W,%5 SAFE WAD PLF 8UB aFS RCnOU LENGTH 'TYPE1025 lG24' 15W- 65 753 1509 4'--C' tor) MECLST 4`4' 592 591 11072, PRECAST 5'-4( u,"ll FAM, 411 411 745 5'-W( 7O ) RRE-hST 340 33 G'-6( 781 PRECASTT 7-5 77 /190 7-6' ( V) MWAST 424 534 363 q` 4' ( 1121 i 326 512 230 PREMT '2a4tA401 I B.' I 5 15, 2--- 144`) FRKK- T 244 402 137 3;--4 ( 160 PRECAST 217 324 1 PRECMT 9W 293 100 14' Ism N,F,, i 2E91 259 a,5 PRESTRESO N,R, 194 64 5P--4'{232") MSRKE ,U N,,% 1 62 125 i 42, N, H. ','F 40 1 24`-T ( 258) PFESTPEa-` "4,7, v 33 iRi — N,95— N — I FJE l ADDED REqAR. SEE GENERAL NU' NO, 4 ON SHEET 3 OF 3, i PROD jCTRIV;suo PRODUCTan B06% C.'k, cnmPtYlm A— pl— --, ASV, 13Y N SHEET 3 OF 3 Mimui0 M OT---S d. TEN 0 C-S tRe- ZKT RED- LC7, tM GWE 4IJ Ms SEREBAL RO-F NO, 4 M VDJ 5 of 3. A, 58-14 4 %FFNEF,, R-3,%EO4 8" LINFEL FABIRIGATION I)ETAILS 6m72l'- zR9 Cxo -, 4us- 4w to sa f ---- "I C—=Fony, 'por, PR%aA.. rz - PAC 5r;I M SAFE GPA`VNY LOADS FOR b"PPFGAST Wf2" RECESS DO -OR U-LIN'ft_'S 0) THE NUMPERS 'N PAREMSs ME PERMS REDUCTIONS FOR GRAVE 40 iANOK NorE lA RED ADDED REBAP- KH CFtEML NOTE NO, RMIK L_ _11@1 a nmAl, WMI 7b' r— tiol-I fd' 1Zfu AM of & 270 1. wq % pu ASX 27Trp, V. Ili m irL keh. ad I 1h oxw i b,zR, 5ote sa4u1 kod hewW I.$ 16" Im. Hari kw midbl mTt 1_L 4— rs'4 is lqQ LA ..ft m W. 4 J"_ s.k *--I' ic w 149 14- AU 6x —f A M fzs,aae; f ;' l d yw-% W2 '6 "W--4Ma ' i ILX Y-y grm) 5.w. W- 160 F-4- N61 rk'S", d6rd 1) -4' Od -13 m' L/I be ,ea. l%0flU H(% J. a WAN V, 'Ag_- a'A6. 2 -ljdYll"gv M S<eA 1 4,11 A' gex '.qv— lk, TNUS Kii DW RAR193 FOR LAUi Mair". AA.., d 4--ly - tcn) cu , Kuu) FULL UUR-lr tj ooi>ftc 5.M " th, 4n 4 )- lo a U. a Htn ade -41". OLR ry HLop' aWd uqo x WO -.5 SAFE UPLIFT LOADS FOR 8" PRECAST wl 2' RCUSS DOOR U-LINTELS THE HUXIBMS h PARENTHESIS AR ff.RCUEW RO)UQ0M FOR GPWw, 40 fllEtIJ /QuED REHAB, SEE GTKVL McTE NO, 4 BF1 Lj R l z L-oumm, r OF pWVW-1 For" M-W, R" TOP J f3 mm' tx -l"' ic (-'j n-M) t 15 REMR A7 Ki W,'A' Mim Rum-- r, Pr32 BF2 B S!i D 7, -J16' AWA tfiff, 4 F N 44 S'6' aA: iz-g g OF;V ljf11- 1 ' 6324 cFi 5yaJ Fi E WEP, FL45154CAST— CMETE 3" LINTEL FAH-RICATION DETAILS egg M o.I "'u w> _ &as ?x, - Now — T—Au Q-Kn r2' CW z era . - W9, w. IMS WWZN.FDI S,UTZU! MIAMI-:DADDE MIAMI-DARE, COUNITY ME PRODUGf CONTROL SECTION DEPA,RTMENT OF REGULATORY AND EC ONON11C RESOURCES (RER) 11805,426 Street, Room 208 BOARD AND CODE ADMINISTItNTION DIVISION Tyliami, Florida 3175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEP"I'ANCE — NO N) Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issuted 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 shalt not be valid after the expiration date stated below. The Miami -Dade County product Control Section (In Miarni 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 man.ner, 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. R-ER reserves the right to revoke this acceptance, if it is detertniTled by Miami -Dade County Product Control Section that this product or rnaterial fails to meet the requirements of the applicable building code, This prodi-iot 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 APmo-vAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, RE, dated March 24, 2003 and Drawing No, U174612, titled "Cast-Crote 4", 6" & 12" hintel Safe Load fables", sheets I through 3 of 3, prepared by Craig Parrino, 11R, dated March 24, 2003, last revision dated June 12, 2014, all signed and scaled by Craig Ilanino, P.13, on August 19, 2014, all bearing the Miami -Dade County product Control Revision stamp with the Notice of Acceptance miniber and the expiration date 1'ry the Miami -Dacia County Product Control Section. M-ISSIU,EIMPACTRATING: Large and Small Missile Inipact Resistalit LA13ELING: Each ]intol 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. TERMI(NNTION of this NNOA will occur after the expinnion date or if there has been a revision or change in the materials, use, anchor 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 NOX Failure to comply with any section of this NOA shall be cause for tonnination and removal, of NOA. A,i)VERTISEMENT. The NOA number preceded by the words Miaini-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 entiroty, INSPIXTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and 1-.-3 as well as approval doQuawat mentioned above. The submitted documentation was reviewed by Ifelmy A. Makar, P.E., MV S NOA,- No. 17-082 1 18 CMIA:Mlil"D ADE =COUNTY Expiration Date, 09/11/2018 Approval Date: 09/28/2017 09 Page I Cast&,'rete USA Inc. NOTICE OF ACCEPTANCE: EVIRENCE SURMITTED I. EVIDENCF, SUBMIJ14TI UNDER PREMOUS APPROVAL 1103-0605.04 DRAWINGS 11 Drawing No, FD4612, titled 7- recost and Prestressed Lintel Details ", sheet I of 1, PJ,,., clotted March 24, 2003 and Draining No. L7,4612, tilled Cast -Crete 4", 6"& 12" Lintel Safe Load fables`; sheets I through of 3, ]JI-eparedby Clwigl`arrino, P.D., dated March 24, 200.3, last revision #1 dated April 28, 2003 both drawings signed and sealed by Cr air Parrino, P, E, 13, '111SIS 1. Test report on flexural testing on 4 ", 6 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (1-3) concrete lintel specimem, perASTY.E-529-94, prepared hi),4pplied Research Laboratories, Reporl No. 30,10,11.A, dated 04/10103, signed and scaled by Christopher A. f7amon, R E'. C. CALCULATIONS 1, Calculcdionsfor Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.K, signed a77d sealed by ()wig Parrino, P.P. 2. Calculationsfi)r Cast-Cretc? Lintels, dated 05129103, 140pages, prey)ared by Craig Porrino, -A r,,,, signed and sealed by Craig, Porrino, P, E. D. MATERIAL cm,rmcNTION, 11 Cast -Crete Machine-Adade 117^ccast Lintels revised on May 1, 2002. 2, Cast -Grate Quality System (hited2002, 2. EVIDENCE SUBMITTED UNDER PRIiVIOUS APPROVAL 4 08-0320.09 A. DRAWINGS 1, Drawing No, VD4612, lided "Precast and Prestressed Lintel Details", sheet I of 1, prepored by Craig Parrino, AR, dated March 24, 2003 and.Drait)hig No, L7'4612, titled C'ov-Crete 4", 6" & 12 ".Lintel Safe Load :fables", sheets I through 3 of .3, prej)ored by CraigParrino, P.E, claledAfarch 24, 2003, last revision dated March ll, 2005. 13. TESTS 1, monc. C. CAIXULATIONS L Mone, DQUALITY ASSURANCE 1, 13yAfianfi-. Dade County Building Code Coinpljance Oftice, I,,,. fN11AJ' E1-ZIAf, CI{ RTIFICATIONS L None, Kclmy A. Maka r, P.E., M,S, Product Control Section Supervisor NOA No, 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 Cast -Crete USA jac, NOTICE OF ACCEPTANCE.- EVIDENCE stimrrTft) 3. EVIDE NCE SUBMITTED UNDER. PREVIOIJS APPROVAJ, 8 12-0209J2 A. DRAW-INGS 1, Dra'wingAIo,FD46l2, titled'Trecost and.Prestressed Lintel DetaiLs", sheet I qj' 1, prepared by Craig Parrino, P. K, dated 11arch 24, .2003 and Dra-wing No. LT4612, titled "Ccist-Crete 4 ", 6" & 12 " Lintet Safe Loadrables ", sheets I through 3 of 3, pr er, are di }> Craig Parr in a, P. E., dated Xlo r c h 24 2 0 03, last revision dated Allarch 11, 2008, a/l signed and sealed by Craigf"arrino, P.E., on Alfarch 22, 2012, B. TESTS 1, None. 1. None. D. QUALITY ASSURAN(Al', 7, 13,Y-Alfialni-Dade, CAjuntyDepariment of Pet'Mjtfi?7g, EI'MI-011177ent, E. MATERIA1, CERT f FICATIONS 1. IV017e. F. OTHER I Letter from Cast -Crete Corporation, dated .February 03, 2012, signed and sealed by Craig,Parrino, RK, cent ifying compliance with the 147orida Building Code, 2010 Edition, 4. EVIDENCE SUBMITTED UNDER PREVJOUS APPROVAL # 13-0321-07 A. DRAWINGS 1, None. 13. TESTS L None, C. CA1,CULATIONS I. Nome, 1). QJJAIX.FV ASSURANCE 1, By Ahami-Dade Co-onlyDepanwent of Regulatory (KER), E. MATERIAT, CEWFIFICATIONS 1, None. w" 6f elmy.N.'Makar,,P.E., M.S. Product Control Section Supervisor NOA No, 17-0821-18 Expiration Date: 09/1112018 Approval Datt.: 09/28/2017 11-2 Cast-Crute USA, Inc., NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5, EVIDENCESUBMITTED UNDER PREVIOUS APPROVAL ff 14-0903M3 ADRAWINGS T Drrnving No, FIM612, titled'Precust and Prestressed L intel Details", sheet 1 of 1, dated 03124103 andDravving No, 1,7461.2, filled "Cast -Crete 4", 6" &,12" Lintel Sqfe Load Tables", sheets I 1hrougli 3 qf 3, last revision dated 06112114, all preIxtred, signed and sealed by, Craig gParrino, .11, K, on 0811911-4. B. TESTS 1. None. C, CALCULATIONS 1, Calculationsfi)), Cast -Crete Lintels, dated 0811912014, pages 14.201 throzigh 14,236, prepared h))Craig Parrino, P.K, signed card se(7lecl4l)Craig P.Orriplo, P,j?, 1). QUALITY ASSURANCE 1, By Miaofi-Dade Counly Department of-Regulatog acid Economic Resources (RER), E. MATERIAL, CERTI-FICATIONS 1, Norte, F. OTHER L Letter from Cast -Crete ?,'ISA, Inc., dated 0811912014, signed and sealed by Craig Parrino, PI L, certi&ing compliance with the Florida Builling Code, 20.14 Edition. 6, NEW IMDENCE SUBMITTED A. DRAWINGS L Ivolm IL TESTS 1, None. C. CALCMATIONS 1. None, D QUALITY ASSURANCE L By Miand-Dade County Department of Regulatory and Economic Resources (REA). E. IMATERIA.L CFW14FICATIONS 1. None. F. OTHER 1. Con'iplicmce Letter with the Florida Building Code, 2017 Adition, issued by Cast - Crete Inc,, dated 08108117, signed & settled by Cruig Parrino, P. E, Heliny A. Makar, P.E., WS. Prodact Control Sectlop Supervisor NOA, No, 17--0821.18 Expiration Pate. 09/1112018 Approval Mite: 09/28/1201,7 F - 3 RAl,11 Mf T- ITE' PREST EES '-D CONCZ4LLL _ J 1 JN11 ------ K- 1 13, JZPR- C SyJvLihl E`D --:fA2vr, 2'-,PR 41 'iS -,N E'DATABLE EC&ST -- ---2! RECU-ROMR-L -L D L- T 7 1MV, I' IzL P m n 11, 11 iYK- 'A' - TIFf RSOIT In— ' TE urn. M— L tWF. fi-. I'M 1/. )Si. #I. IF An P P.kvF3 z IWNIO VIM h, " tkc, H —LI 2m M, W — —. IF sYfP If R WY.9 .1 — rou rAPx M .1. ININ In .1 W, rn. - — , — 1, -9 — WM 01 E. 10 —wv" wo V F N Z - 4 a IL r-/ NCRAIG PARPJNO 5324Mi679NFR R 83584 FLRLUC- NO,4475 CASI AND REESTRESSED LINTEL A's Vo 0 nI PAMI, P. E. j GUMERAL MOMS SAFE LOADS FOR 4" SOLID UNTELS 5* A 12'11U 5-1/2' W: okiae .3. is --6 W'- knW'hx' T.; b'Us A M GRAVrrY UPUFT LATERAL ilhPONCAU TYPE TYPEI4) 4S8 'S8 t t9A ,W, W'd b 'l-W W i. lbbi.l '-4N ILI a. W Wiq byl'. LENGTH LENGTH R AV) -2% V 1,0 T687 3 4 sW.n mWA S 4;V PRECAST, .597 3204--V (48 PREWI 3j PraWda W '.W 1,J 17) Saie Ada ran bbo..' 1a 4' "54") PRZ,AST YBr 4,-b, {54-) FECAST 529 258 4'' fln '-"b" in rfe'O.b -4-'.i. th. P-obt 18) F', 460 115-0'"(70") MLCAST407 14. N) ma-1 mlRS.,bye Ux 1,WV —b-1 wam Mare he a.h bm Me (s, - 1228 p1 6-6(78') PRO 5A e2 mW xce.rS .J3ED dm.bp. 12%ps d /INdb-Uo to F'. Mc 7-5 80P;ECAS 260 75PRECAST 280 87 SU Wt, tVFiA- LEAD --4' (1-12') fx CAST 156 9'--4" ,112", PRECAST i 187 1 55 rIT, !,CAD WING It's 4 mM Xb. b =.Ud bfCdinbe," k4,m6 ,,,d PIE"WORCED UAV '52 dl FOR EAC i A MPCIW' Rcwu) Pi? ECAS- 1 -,16 FULL cw'R l't-9 d.—h. 9) Th. e.ss- my — he 1"", 1"" . do 1'/ 1) p FEW FORa- Lra b 1- A d--y f-, tu Cl. JR Tfp c u#5 REW RA W UNTR12U8 2F8 - S 12F12 12FI6 11 GRGO ae uIL- d bbirlei m4,, pao">UCT R- 1VISM3 V1of fx16 p Ef L s I auv r cvra csaanu ' + { »j ., d r 3 ` .,: 4—, 12 F I F, — 2 B /2 T v4S812F2812F2412F20ttC14tbbuPABRINO 24 C' 9 67,g ' sy OF32 6F28 6F24 6F20 E E FL a3584 I 'Z P. UK;, NO, 44156 CitST-CRCTE 4 6" & 1, 2" U NT Li SAFE LCAD TABLES CPrfF L RCIIS'o BY: WA AMA 1 7-- 475iT 7--1-75 LATE SAFC Ga°RAVti"Y LOADS FOR S" PRECAST LLLINTELS SAFE REGA AL -LINT SAFE UPLIFT LOADS FOR S" PRECAST U-LINTELSFi7Fi6" P{tEGAS? Ii L114Tcl.S SAFE LOAD MM SAFE LOAD POUNDS PER IJKE!AR FOOT (__ _ F SAFE LOAD POUNDS PER LINEAR FOOT i1 PE - - TYPEII , -- T LENGTH "`-. 6U6 ; af$ 73 r"2-tB:'.5-1Si6,24-tiisF24- a7vZ1;S`l532-16= "' 6>18 36r8 s1RC.?v 11 - -.- VA I ".£ei2-lT 6r1F eu 7T fz24-IT sF2.8 :TEit'32 =TLENGTH + _ LENGTH '- 3 a 742) 'PRECAST 3 t332 1£Ib Sb92 'Ca0 614zs 7227 8257 9 57 j 3'-8" (42°) P CAaT 537 ' 1055 596 3 _6" (42) PRECrAST 1412 2074 271.E 1 3356 3997 48 5279 4 t43°} p1EGASi ZG2 2313 3892 5 O , 15148 7227 i 8297. 19357 j 4' (,6 PRECAST 4H7 787 445 $'-T" (d ) PP,EGASI 1225 1 i&co 1357 2913 3470 4Q27 45& 4 --6° (54"j PEG;3ST 1654 j 1897 j 3u33. ;. 5ti59 6tg8 7227 H297 9357 4' C (54l PftECRST 41G bO{ 9 344 4=-£° (54"i Pi;ECFS- i 1t i33 i5i?2 (CrJEi4 2571 3C6'3 3562 4455 t.-. _..-... m ..._,... _...__ ,.,. _____.. _ . ._ -- 5 10 (70") PRECAST 9467 i 126C " 2198 3557 57 9 7227 829 y, 3225 5'-14'(70; PRFCAST 304 35Q 998 5' i,J'(7S"` PRECAST 831 :222 1500 1319 t 2357 7736 3914 S c OV) PRECAST 949 11078 1831 6' 4 2P E 6737 ` 8227 ' 9357 6' 6 (V) PRECASi 253 495 157 6 6" (75j PRECAST 723 1 '097 14371a ?f17 2117 1157 ' 2791 7- c` ;90) REC4SI 77 &03 1 1459 t 2185 3-151 4524 8664 33 7 T 5 79u") PtECAS( 222 367 116 -5" f9J' PR£CAS. ; a48 863 i 1249 9 44 i 384J 2 3s ? 2431 P= 1 9 - 4 !ii2" . aa%A T I 55 ! T a= _x 9 4 2 ' PRECAST 173 Sot 74 1 9' t° 1 2 PRaC.A"T } 1. n t ., 4 c6 iG5o i.;<^3 2u i 2795 372 53,7 , --- I __. 1 575 i 5/1 38C i252 4„' 1732 1912,r, 0 { f2C',' FRECASt , U 566 89. i2.70 ^, 1735 2Z35 289z3 37.7 4 a T :o) 4 CC T 151 276 58 i0' 1ta / E6AS 5 4452so 187 1121 1338 1 551 17 3 1 a ( 138) P C AS7 3 8 5 3 1507 1952 2492 3'6 43' - "('36 j PH.CASI 39 311 49 .:7'-A 36 f PRECAS 474 0 $ a 85 1213 1442 1645 O' 1t4?' PRECST 42a a 417 744 ' 10.2 g 7 176 2253 2 08 i2'--J (144") P kCAS. 13i <77 j 44 92'_D f1 f 5?-CAS 454 ± 3n7, }i 61y 8 81 9D9;i 2993 'S 6 iz 2"'1 W) PRECAST 373 ' 417 3 645 895 1170 ) 1485 38512 22a5 13{ (160°) PRECAST 117 1273 1 35 1 13'-4 f150)-Q-c1,Sl 4012 3SS 115 i 755 906 10761 1,247 4 7 I£8,` PRECAST 351 I S92 605 all, 87 ;373 ;7C3 ?.;27 4 0 i68" °3 nAST 17 202 32 4--0 (158 ?RECAS 43 Z 5 Ib 677 832 983 iiAa f. _ N. P. 3G Z1 i7-4 ( f "• t l 'z y,i` 17 4'(208") PRECAST N.R. 2 9 455 624 t 794 (985 ' 1188 437 17-4"(ZO$") aH STRFSStD 206 P?tCASTI 2 3 208 338 476 585 93 1 S03 1 THE. NWTEERS SN PARENINESS ARE PERCENT REDUCTIONS FOR * SEE GENERAL NOTE i8 THE NUMBERS IN PARE THESIS ARE PEii ENI" REOUCTIONS FOR CRAOE 40 FIELO ADbf'O RE6AP.. SEE C£NERAI NOTE TIO. 4 9RADE: 40 FiELD AGi o R£BAR, SE GNERAL N101E NO. 4 snot?. yi:;a will, Ps'r3 dz 6 2 1 f ttJ1a vP }dta J 44 ^ a uac u zmcmnt}yryr= Yt Gzd„,atID i6e C( iA,iG PAP.RIr3 0 #e n R Cap . raht trpt,$'rf • fl , . , . a S;t24 CH 579 ar.® GEGENERA'- tiGTES -- SHecT. 7 flt 3 +an VAl.f-sbwiiSEFFNEf,R, 33584 m,..em.... vF h, " — CAST —CRETE ors' 6" &1 12" L`NT£L SAFE LOAD TABLES a 7Ai6 ww7. P,E, - BED, W3 41755 : 4N,A4P„i6:7t0 ti-{",< 5'hEi 2 U 3 SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT TYPEILENGTH 42" PIREWIl 3428 503o 1 -,335 761s 9352 1,C60 12755 '14433 4,--o' 48') PRECAST 29231 4232 6836 7619 j 9352 !W63 12755 14466 54) PRECAST 2356 304 204 7519 9352 1106-0 127555 114439 3u 70 PRM1,ST 1512 2320 3218 521Z4 1117 11060 12755 PRECAST 1383 1986 2079 4M i 6421 10p32 12755 144.316,1 r7l'-6' (go,) iwcAg 1138 IM 1, 131 3218 4676 763 1132q,", 4' —_e — — -- 112') FRECAST 7S 5 121-5 1535 223o 30,83 41 5593 7552l` 'I 43 1295 1 '1' 53 2u5 16 332-3 1 4,Z-34 56J2 110' -C' PFECAST -;1—4 PRECAST 518 045 1112 !E49 Me 26 '3 -'7 19 474Q ys 2'--o"144') PRiCAST 3aK64568M ' 73 15Q 202C 2617 33 4 3'- 4, 1, 50,11 PRC*f 'm S 9 0 '294 1702 2188 27,43 i 34r,944' 14 - o' 1,168) rR€ :ST 770 1 855 j 20A lqj1584 2017 2 45() 31(ib,1 4(20) FRAST I WL 4631 M L.1428-75., 19'-d"{232'} rHECASa N'R' 700 I,i'M j 1 M,,) 13601 1509 i,P :Kt KXL la EN FMEK,,-k5',S ARE F; GUST Ft,ala tCR FUSE 40 FIELD SATED 8IWw S4:, vNv1q- wl-: Nc. 4 SAFE GRAVITY LOADS FOR 12" PRECAST wl 2" RECESS DOOR U-LINTELS TlE NJA RS iN FER,-,h! -C7,Y;1M RX, 43, RE-0 A05EQ REM 5 MND WFE NI 4 SAFE LATERAL LOADS SAFE LATERAL LOP38 FOR 12' PRECAST wl 2' RECESS DODA U,LINTELSSAFE GOAD j LENGTH 4'--4( 52') PRECAST 4'-6- (54-) PRECAST PRECAST 7,-6, ( 9311 pm>sT Te- "n' ""RECAST Fo SEE GENERAL NOTES -- SHEET I OF 3 MR .!:'T. AI-- 1 SAFE UPLIFTLOADS FOR 12" PRECAST U-LINTELS Kw9ur !N PAR- NlKsls ARE PLKEW rac"Flus Fill 6R47E 4o aiD Acou fGw, sa GEnERA rm ha 4 SAFE UPLIFT LOADS FOR 12" PRECASTN/X'RECESS DOOR U-LINTELS I&XI-&M SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH25g,, 4'--4' ("' 2') PRECAST 1526 1 1685 1746 2417,, 4'-6' f54') PP,,WT 1558 1 2582 l602 5 -6 {61111 , PR CAE 121r, 2042 28Y,, 15 5 2- 4 FRWAST 11731984 2769 jti*EaAsf 102C, 2426J'! 4-- 71 - 6;' (grj PRECAST 904, 1226 2111 V 16") PRFC RSr 703 77' 1 1472 KWBLNI'AU 5 4J My IICXD ME PEZZW, KIVXI3 RjR SLI GEWRX IWE n' 4 Ql, 3i, 211, 11a W- 4,4WFNMA sm CAST CR---[ 4", 6" & 12" 7 1-IN EL SAFE TAKESFELOAD TAS MIAI- M a NITAMI-DADF COUNTY PRODUCTCON TROL SECTIONDEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (REA) It 805 SW 26 Street, ROOM 208 BOARD AND CODE, ADMINISTRATION DIVISION Miami, 1-forkia 33175-24 74 T(786) 3t5-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE w,,,rniamidade.gov/ecanomy Cast -Crete USA, In" P.O.. Box 24567 Tampa, Florida 33623 scon,: 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 Miarni-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where, allowed by the Authority Having Jurisdiction ATLI), This NOA shall not be valid after the expiration date stated below. The T\,Tiami-Dade County Product Control Section (In Miami Lade County) and/or the AW (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 FatinUfacturer will incur the expense of such testing and the ART may immediately revoke, modify, or suspend the, use of such product or material within their jurisdiction. R,ER reserves the right to revoke this acceptance, if it is deterimued by Mimni-Dade County Product Control Section that this product or material fails to rneet 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 Ifigh Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FLAB, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P,E,, dated Rrae 7, 1996, last revision dated June 12., 2014, signed and scaled by Craig Parrino, P.E, on August 19, 2014, bearing the Miatni-Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miaini-Dade Comity product Control Section. Large and Small Missile Impact Resistant LABETANG: Each lintel shalt bear permanent label with the, mannfacturer's name or logo and the Miarni-Dade County logo, RENEWAL of this NOA shall be considered after a renewal application has been filled 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. ADVERTISEMIENT, 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. INSPFcTTON: A copy of this entire NOA shall be provided to the user by the manufacturer or its obstributors and shall be available for inspection at the job site attlierequest of the Building Official, This NOA revises NOA #.17-0227,15 and consists Of this page 11, evidence submitted pagesh-1, E-2, EI-3, E-4, E-5 & H-6as well as approval document mentioned above. The subruitted docinnontation was reviewed by llelmy A. Mahar, P.E., NIX NOA No. 17-082U9 CMIAMIiIDADE =COUNTYFxpiraflouDate. 05/21/2022 pproval Date: 09/28/2017 Page I cast-CL'Kete IRS&jInc. NOTICE OFACCEPTAINCE: EVIDENCE SUBMITTED 1. EVIDENCE SUI MITTE DVNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Dravving No, PD8, titled "Cast -Crete 811 Lintel Fabrica(ion.Details", prepared by Craig Parrino, P.E, dated 061071,96, revision I'lldated ,11108196, sheet I of 1, and.Drm No, LT8, titled "Cast -Crete 8" Nntel,'Yqfe LoadTables", prepared by Craig1larrino, RK, dated 06107197, revision f44 dated 04128198, sheet I of 1, hoth drawings signed and sealed by Craig Parrino, P, P,, B. TESTS 1, Test report onfleyural testing on Precast and Pre -stressed Concrete Lintels Filled iVodels, total off30) concrete lintel specimens, per ASTA1 E-529-94, prepared by Applied Research Taboratories, Report No, 29702B, dated 07130197, signed and sealed by Christopher A. Hainon, P,),,, C. CALCULATIONS L calculaf ions (,' j 1bras , 1-crete 8-inch Lintels, dated06/06196, 349pages, prepared by Craig . Parrino, P.,!,,,, signed and sealed by Craig Parrino, P, K 2. Calculations for Cast --Crete Xinch,Linlels, dated ]I/J 1196, 45 pages, prepared by Craig Parrino, P. E., signed and scaled by Craig Parrino, P. E. DMATERIAL (" JeR.'ri-FICATIONS 1. Mill Certili ed Inspection Report Silo fi4dated April 1996,for cement bySouthdown Brooksville Cement'. aboraloty 2. .44ill Certfied Inspection Report 420-8275 dated 06120195,fo7-17rc,,-stressiT?g strand by The Crispin CompanY, 3. Mill Certified InspectionReport #20-83,15 dated 11/13195for pre-stressingstrand by The Crispin Colripalay' 4. Mill CertfedInspection Report 92,111-078240 dated 04125196ji)r 113 rebar by Ameristect 5. Mill Certified Inspection -Report #84,V19614 dated 02129196fir 415 rebar by Birmingham Steel Carp. 6. Mill Certified - Inspection Report #58-A66332 dated 01128196fbr #4 rebar by Birmingham Steel (,oil), Z Hill Certified Inspection .Report #84-1 VO 7149 dated 04105196fir 45 rebar by Birmingham Steel Coq). 8. -Allill Certified Inspection Report M4,M]9805 dated 0.3106/96fir IN rebar by Birmingham Steel Corp, 9. Mill Certified Inspection Report #84-M2.1208 dated 0-,11211196,for ib/ rebarby BirminghainSteel Corp, 10. Hill Certified Inspection Report P8114V20652 dated 04103196fbr #5 rebar kt; BirininghainSteel Corp. fa efl- e my A. Makar, P.E., MS. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: OS/21/2022 Approval Date, 09/28/20V Cast -Crete USA, Inc. N91"ICle, OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Cei,lified.fiiyl-)ectioiiReport 1184,A00 749 dated 04105196,for tf5 rebar by Birmingham Steel Corp, 72, Quality Control Manual for Cast -Crete Machine 411ade Precast Lintels dated 05/1.,1196. 13. Quality ("ontrol Afanualfibr Pre -stressed Products dated 03120195, 1 EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1, A one, B. TESTS 1, None C, CALCULATIONS 1. Mone, MNTERIA1, CERTIFICATIONS T None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL A 03-0605,05 A. DRAWINGS; T Drmving No.,FD8, titled "Cast -Crete 8 "Lintel Fabrication Details", sheet I oj'.1, prepared by Craig Porrino, P. E'., dated .Time 7,1996, revision #2 datedfanuary 28, 2003, and Drawing No, IT8, titled "Cast -Crete 8" Lintel Sqfe.Load Tabies ", sheets I & 2 of 2, prepared by Craig Parrino, P, E, dated .Tune 7, 1996, re vision 415 dated March 24, 2003, all drawings are signed and sealed by Craig -Parrino, J E. D. '1,11',STS. 1. Test report onflextirul testing on Precast Concrete ,Lintels billed Models, total of 12) concrete lintel ,specimens, per ASaf E-529- 94, prepared byz pplied Research Laboratories, Report No. 3040413, dated 04123103, signed and seated by (7hristopher A. Haman, P.E. C, CALCULATIONS; 11 Calculations far 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, _PJ!,,, signed and sealed by Craig.Parrhio, P,E. D. MATERIAL CERTIFICATION: J. Quality S;vstemManual for Cast -Crete Machine 41ade Precast Lintels revised on May 0], 2002, 2. Cast -Crete Quality System 1111anualfor Pre -stressed Products dated 2002, e my A. Mahar, P.E, MS. Product Control Section Supervisor NOA No, 17-0821.19 Expiration Date: 05121/2022 Approval gate; 09J28/20,1,7 Cuss-Cj ete IJSAfxte. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTIO) 4. EVIDENCE SUBMITTED 1JNI)FR PREVIOUS APPROVAL -806-0222.01 A. DRAWINGS L DruwingMj. FD8, titled "(7ast-Caere 8"Lintel .Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P, I,", ckitedJune 7, J99( J, last revision dated February 17,2006, sigmcd and sealed by CpaigrP(,i.rrino, P.K B. TESTS 1. None. C. CAIXULATIONS L No n. e, D. QUALITY ASSURANCE L By -Maini,Dade Building Code (.,ouq)flance Office, E. MATERIAL CERTIFICATION t None. 1, Letterfirmn Cast Crete Corporation, dated 0212012006, signed by Craig Parrino, 11, 5. EVIDENCE sIjBmrfTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS None, B. TESTS 1, Mine. C. CALCULiVITONS L None. D, QUALITY ASSURANCE 1. By Mianii-Dade Building- and Neighborhood Compliance Department (13M,,), E. MATERIAL CERTIFICATION 1, None. F. OTHER L Letterftwn Cast -Crete Corporalion, dated January _18, 2011, signed by Craig,Parrino, Rfi,', cerllij*ig compliance with the Morida Building Code, 2007.&Iition. 4 elmy A. Makar, P,E, M.S, Product Control Section Supervisor NOA No. 17-0821J9 Expiration Date: 05/21/2O22 Approval Date: 0912.8/2017 E-3 Cast -Crete USA, Inc, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 912-0209.13 A. DRAWINGS 1, Drcming No, FD8, titled "Cast -Crete 8" Lintel Fabrication ,Details ", sheets I through 3 of 3, prepared by Craig Parrino, 11, E, dated June 7_1996, last revision doted February 172006, signed and sealed by Craid; PorrinoP,14, on.March 22, 2012 B. TESTS 1, None. C. CALCULATIONS 1, None, D. QUALFFY ASSTJ RANCE 1, By Miami -Dade County Department ofPernfitting, Environment, and RegulatotyAf airs. E. MATERIAL CERTIFICATION 1. None. F. OTIJER 1, Letferftom Cast -Crete Corporation, doted 021031201 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 _Derails",sheets I through. 3 of 3, prepared by C'raigPc,,rrino_P.1,_, dated June 7,1996, last revision dated June .1.2, 20J41, signed and seeded lay Craig Parrino,P,F., on August 19,2014. B. I F S TS 1. None. C. CA LCULATIONS J, Calculations for High Strength Precast and Pre stressed 8-inch Lintels, dated August T9 2014, sheets 14,101 through 14.124, prepared, signed, sealed by Craig 1). QUAJATY ASSURANCE 1, ByVlaini-Dade (lo unly Department qf Regulatoty and Economic Resources E. MATERIAL CERTIFICAIJON 1. None. Y OTHER 1, Letferfiroin Cast -Crete USA, Ina, dated August .19,2014, signed and sealed by Craig Parrino, P.E., cerlo)bip compliance with the Florida Building Code, 2014 Edition. m Px., n& elmy A. Z, 11, Product Control Section Supervisor NOA No. 17-0821J9 Expiration Date: 05/2f/2022 Appruvil Date: 09/28/201-/ Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDU4,NCE SUBMITTEJ) S. EVIDENCt, SUBMITTED UNDER PREVIOUS APPROVAL 91.6-01,26.03 A. DRAWINGS L None, TESTS 1. -Mone, C. CALCULATIONS 1, Mon(", W QUALITV ASSURANCE 1, By Miunfi-Dade Co-unty,Department of Regulalory and.Economic.Resources (RJR). E. MATERIAL CERTIFICATION 1. None. F. OTIJER L Letterfiroin Cast -Crete USA, Inc,, dared January 13 20. 0, signed and sealed by Craig Parrino, RE, certifying compliance with the Florida Building Code, 2014 k'dition, 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227,15 A. DRAWJNGS 1, None. 13. TESTS L Verzfxvtion Test report onflexural testing on Precast Concrete Lintels Fillea`,Alfodels, total of (8) concrete lintel specimens, perASTY-F-529-94, prepared by FTI, Report No. 16-0425. 08, dated 01126117, signed and sealed by Idahnis Ortega, C. CALCULATIONS 1. None. D, QUALITY ASSURANCE 1. ByAlfiafni-Dade- County Department of Regulatory -and Economic Resources (RP,P,), E. MATERIAL CERTIFICATtON 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. 019/28/2017 Cast-!LLcte USA,, Lne, NOTICE OF ACCEPTANCE- EVTDENCE Sill MUTTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS B. TESTS 1, None. C. CALCULATIONS 1, Afone, D. QUALITY ASSURANCE 1. By Miami-l)ade County .Duriurtment qfRegzda(o?y and Econonfic,Re,vources (REJ?), E. MATERIAL CERTIFICATION L None, F. OTHER 1, . Letter from Cast -Crete liM,bic., d-ated iugust 08, 2017, signed' and sealed by Craig Porrino, P.E., certifying compliance with the 1,7orida Building Code, 2017E'ditiom bliny A. Makar, Product Control Section Supervisor NOA No17-0821J9 Expiration Data: 05/21/2022 Approval Date: 09/28/2017 E - 6 ii;CFi I PS ' IEN, "' 'R " S- 'N TEES RES , F_SS, ') C N REIE_ PRODUCT RUNTMED 12 a 4.Z., plyi# g yl sr RE a Dr7TAILS w lhiliAR II 7'Z2 5 1=1 W, - 1 Mik 01wg17 7 FAUUJJ r U' 3" 1:Kf-AST-V_11-11NMIEL -,)A-..A-L,&aLF- VI' TEwr THE 1p"R WOTTI. MsVfl 9F asr-CRUE MA, WC, wi* o SXbGpxkJ§C;o WIV All', 7PS nw,:mv a cow'E M= Voft U. F Tym x iwm" ZI,RE TJR CXW?U W fXg a411 - M, or Sl — . 1It IYC 3 jWf 9CML "- YO W5 Pk MA VAT—p Ve - — tsi M kil pnu MA PIE 119M., jxFjAL p$WRM FW.E - 0.7R I ,JP4= tF KMXMFA um, R£P—hm CAOr 4—SIOM9 V' BC'R. FRIM, --b 1. FAXDUN!- FMU 6224 C,9 M WMIu- O't Ub 'I SEF a, r- G '2w, ' Tw CAST-CRETE 8" LINTEL FABRiCATION DETAILS 5i-gq, 6 AS 1 - Ram gf wk-, Fiiiia, n, C'. ILSL-- SAFE GRAVII-V LOADS FOR 8" PREGASTJ 8, PRESTRiESDA UONTFLS SME WERAL LOADS FOR VrRWASTA PRESTRESKM LUIVEL8— SAFE LOAIT- 1 WPE' l 8UBTBFB 4 PRECAST 102fi ',024 4'- 0- (4a) PRECAST 765 763 13-IG 1 4' 61, (5-, 1-,-";T 592 V4 ( 54" RREGAr 411 4" 14f, PRECAST 340 615 3-- —le (70") 1 5-6" (78-) PRECAST 5071 -72- 00 7'- L(91) RECAST 42G 4 363 9'-- 4- (112-) PRECAS' 326,: 512_ 230 4 401, 118 01 V- 4' j IS 5- FMAST j 250, 15 2'- J" (IV"^) ,RECAST 244 40-2 137 PRECASI 217 -324 1 if', 14-- T (163") PRECAST 2105 i 293 IOD 4 I' (176`} PRESIR_ESELNR284 91 V-4' (I fll,') 250 bi 7 --4'(2C8"r PRESTRESSED MR, 1q4 64 PW,,S'KLC'SD MR, 148 52 J-2-V:47' r,50; PRESTRU 3TN,R. 125 I 42 i 22--T,2W) 116 PIE 29-0-_(28s') PRCSTRMED to-R. 91 i 33 SAFE UPLlr LOADS FOR V PRECAST& PRESTI REe$SIM U-LA TELS SAFE LOAD -POUNDS PI: Ri.)NEARFCOT C 142) FRECASI 541 PRECAt PRECAST 16'- 3' (78') PRECAST go", PRECAST. PRECZF 1 S-4( 150') PoEGAST 11 W) PRESAsl PRESTRESSED 0'(288) PREC' QLOSED wr "Um f4) iow Nj nm, w iwuqDrsMCENT ARE -ENT MR ORMT.- 40 MEFSEECRAL W0TE NO, 18 ON DIM3OF 5. U) TKr"ESIS -E REM- H.W1 I CE 40 alra ffim 40, DF5rwu, 3 OF TIM) i DOIE-j REEAll SEE OFNIEUL K7 140, 4 ON SII EEJ 3 OF PROID UCT R N pl.,jd, 8. g C d, Al Cak I- o A-p— N --1 7- OZZI-? la . TE OF MAU Pi,' 00 13 SEFFN 1FF,FL S3514 3 -F 0" FLREJiO-NDA476 f -7 CAST-0 , - IE 8" UNTEL FABRICAFION DIEsceTAILS tw, -NAN 17SS SAFE GRANWYLOADS FOR a- PREC4S-Fwl Z' RECESS T)O'OR U-LINITSILS lic NUABEF6 N P&RDMZS;S ARE PERWif REYIM,0?vS FOR MDE 4 -a G Lrae- ki 0 T w- 18 NG-,, E 140, 1, 4 0- 2n is 0. . d d-k t, Uu -OAF ..g W P, MMt MO Typo & 5 2,' A3 1 1 Sal Wb b-4 ,, h w--,Vuw k Sol. W—ld Id L.. oog W W 1*0 ',Pe M W &M A';;* k. T, — pW, MA bf*,!. .,, 0—, — W, b" f— —, kw)."4-0 op— r, k,,ft aol on srt, I.-,d s— -4 bzpvA h.4 . 4 17'2 U% ! Pemd..i 4.be kndx 4,1 — rLl P-"L- N 8 ftn4 te50 ir1 (x ITj 5nfa I..di b—dan 6.0;. r, 0 dM AO 37a ic W do ; " fwCacl ,A L,Y- V !NA BF32-IR il Flt4 A47. V. Fgk-,A I.i V-,, 40-k- y Rg6w I57 1, 547- 2 M) =l 9 f"6-4 —t, —'y WL tlrl,zud w Ut, r rio I 1, c, S, ti M'd q;W C', J7 .,y 0, for Ix z it Tebxs 15 4 BY SAFE UPLIFT LOADS FOR 8" PREGASTWIV ri=-CESS DOO) U-LINTELS f ) TH hL% IBERS N' PAR94T4M-S A-E PE,7,CFNr WWW' T U, D F - z cRm- 4 FELD ADVED IKKEK NOTE No4 T-D —A-lf- lla a alz BF -I Jr B 16-1 All, QWFu ROAM ilzaw Amm, Kof a5 lap 15 REW ATT-, P V SEE WE WERL LOAD TAWS YOR UM WW4G Avi AdEl ff3Z 7Onj U, m l HUY 4) 7. 4,1,ry q -041 J.d"U m tk d. FOR I on"') DIU RGUJ" PROD Rmmws) Bk., 4A roh', rcW, a b, tuxkar W z) j5 q mg a14c, or OP,50 L 2Q17 1 As" AR, 11 (I) FOTQ T44 p REW AT 107,74 0Y UYlGray2pgmw v Ulm t. rowpaml#ow PAZ) wft ODUM, itrbIlio'No D,4 OF 41 't" J" CRAr. PAIMNO 6324 q 5,0SEFFNF- i HL `--64 CAST—CREETF 8" LINTEL FAF'=IiON DETAIS A Fo Ilo I . Jet tr ®Ultra 1 i Insulation Attic and Cavity Wall Card Batts and Blankets When installed in accordance with the manufacturer's recommendations, Knauf Insulation bolts and blankets will provide the full R-value. R-Value* Minimum Thickness To obtain an Installed insulation shouldinsulationresistance not be less than: R-Value) of; R-49 13.75" R-38HD 10,25 R-38 12,00' R-30HD 8,25" T R_300 10,00" R-26 9,00" R-22 6,50" R-21HD 5.50" R-19 6.25-* R-151-10 3,50" R-13 3.50" R-11 3,50" R-8 2,50" _...._ R-18 ins 5" cavity. Cortorns to AS FM r 665 and Federal Peete ae tHH1-521F Framing Adjustment To compensate for training members, the number of bags per 000sq_ it of area to be insulated should be as shown below Bags/MSF Bags/MSF Joist 16" a,C. 24" 1 R-Value Dimensions Framing Framing 2x4 29A R-60 2x6 29.2 28.9 __ 29.1 2x8 28.6 28.9 2x4 23-0 23.2 R-49 2x6 22.7 22.9 2x8 22.4 22 7 2x4 20A 20.6 R-44 26 20.1 20.3 2x8 M 9.8 20.1 20 17.3 17.4 R-38 2x6 17.0 mm 17.2 T 2x8 16.7 17.0 2x4 13.2 13.3 Ra30 2x6 12.9 13.1 2x8 12.6 12,9 2x4 113 11.4 R-26 2x6 11.0 11.2 2x8 10.8 11.0 2x4 9.3 -- 9.5 R-22 2x6 9.1 93 8.8 9 12x8 2x4 _ 1- R-19 2x6 T9 7,7 7.9 2x8 7A 7.7 2x4 5.3 Y5.0 5A--- R-13 2x6 5.2 2x8 4.8 5.0 2x4 4.3 4A R-11 26 4.1 4.3 2x8 3.8 4.1 sFxxsrtt+unao vn[tcnraa iY 7 iC 44_ N' I ON th 6e 1r,0 Jaw, eierj Equipment Required It is recommended that a pne;rnallc blowing -4achir--.e and a corrugated hose with a mhrvnurl Y" internal corrugation, a mlrimum length of 1 ,5 . C its in the hose should not be less than 316" m diameter, Acceotab e nnate,ial feed rate is 5 35 lbs/minute Recommended 'eed rate is 15-25lbs/minute. Thermal Performance (Sidewall and Attic Application) The stated thermal resistance (R-value) Is provided by installing in accordance with the manufacturer a instructions Falure to install the required number of bags per 1,000 square feet and exceeding the maximum square feet of coverage per bag as recommended by the label Will result in lower installed R-values. Field blending of this product with other loose fill insulations is not recomlr.ended by the manufacture'; Cavity Wall Bag Net Weight -Nominal R-Value* 32 lbs., Minimum 31 lbs. Bags 1000 SF Ma Net Minimum To obtain an per The number of bags Coverage per Bag Weight per SF Cavity insulation per 1,000 square feet Contents of this The weight per square bag feet installed insulation Framing Depth resistance of: Density of net area should not be less than: should not of cover more than: should not be less than: 2"x 4" 3.50" R 15 18 lbs./cu, ft. 16.4 bags 61.0 sq. fit 0.525 Ibs. 2"x 6" 5,50" R-23 1.8 lbs./cu. ft. 25.8 bags 38.8 sq. ft, 0,825 Ibs, 2"x 8" 7,25" 2"x R-31 1.8 Ibs./cu ft. 34.0 bags 29A sq_ ft_ 1.088 lbs. 10" 9.25" R-39 1.8 lbs./cu. ft. 43.4 bags sq- ft. 1.388 lbs. R means resistance to heal flow -The hly---he tire R_ to ut, ,he g oitrer t.v osdatiria p Zwnr =o ge.{ rite naked R sa ne it s es. Vka r t . s . saia, o be rssoled rimpedy Open Attic Application Bag Net Weight -Nominal 32 lbs., Minimum 31 lbs. I to tmum Bags/ Maximum Minimum j Initial Settled 1,000 SF Coverage Weight Installed Thickness** R-Value* The number of bags! Contents of this The weightlSF Thickness Contents of this 1.000 SF of net area bag should not of installed Installed insulation bag should To obtain an insulation should not be less cover insulation should not I should not be less not cover more resistance (R-Value) of; than: more than: be less than than: than: R 60 29.7 33.6 SF 9521bs. 19 750" 19,750 R-49 23.5 42.5 SF 753 lbs 16.375" 16,375" R-44 20.9 47.8 SF 670 Ibs, 14,875" 14.875" R 38 17.8 56.2 SF 569 Ibs. 3.000" 3.000" 13.6 73.3 SF 437 Ibs, 10.375" 10.375" 11.8 85.0 SF 377Ibs. 9,125` 9,125 R-22 9.8 102,2 SF 313 lbs 7.750' t6,750" 7,750" R-19 8.4 119 3 SF 268 Ibs. ^ 6.750 R-13 5.7 175.3 SF m 183Ibs. 4.750 4,750" R-11 4.7 210.8 SF 152 Ibs, 4.000" 4.000" a3 it l c o I t r l _i ri ylci - li a do I kr c t L y s i cu l cc ,. 1cc ,1Irt lrl rtcUh, "rhO(ti attiF lRi .,'s it isiR It F+Iet .. Builder's Insulation Statement -, f Jet Stream Ultra has been Installed in conformance with the inched recommendations to provide a thermal resistance of, . R-Value Thickness Attic Area R- at itches Sloped Ceilings R- at Inches Walls R- at inches Floors (over an unheated crawl space) R- at Inches Crawl Space Perimeter R at Inches Date Installed - Blown insulation has been nst lied in conformance with the above recc nmAsdi atgoq to provide an R-value ofR .._ ' _ using bags of this insulation to Coss A square feet of area at a minimum thickness of r .` xm _ inches. a t t i saga ion Cry i v,u ;s€2ra a=ej Company Date company Date The coverage information on this Attic/Sidewall card applies to the entire United States (including Minnesota). Knauf Insulation, Inc, One Knauf Cbrive, Shelbyville" IN 46176 TeL (800) 825-4434 ext. 8300 FAX: (317) 398-3675 @ 2015 KnJ Insulation, Inc. 1NAL BOUNDARY SURVEY \Lkq eo WYNDHAM PRESERVE LOT 233 V)cV O.G 4' 11 PB 81, PG 93) C 0 C 0 W Pr) 0 04 CENTER 00 LIN! S 89*43'03" W 391 .64' 0 50M' PCP 0+_ PP FLYCATCHER WAY 0 0 00V) 50' RIGHT—OF—WAY U) a 0 PRIVATE ROAD) C Q) C b C,U) 4 on CD :30 CONC SIDEWALK WVX 0 5 z C& N89*4J'OJ 5J. 14' SGUO SAfG,9 CV C 9 /CV W" X CONCRETE. 0 DRIVEWAY tz— — CONC WALK 15.8' S"GD 28,3' 20.0 10.8, 13.3 0 00 04c,4 0 5.7 uJ N I STORY RESIDENCE Ui C', Oaf LOT 232 1") oo ( a 0 Z_ 1 UJ V) 2647 FLYCATCHER i Q, 02 WAY 0 a- 1 0 Lo FFE= 26.41 z V) IZ) 10.8, 39,0 28.3' ElA/C PAD 9.7 LOT 233 AREA= 8,852 S.F. SOUrH BOUNDARY OF LOT 2JJ F-IR 78. 14' S89 *4J'OJ 1W LOT 235 LOT 234 PCP-* Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVECity of Sanford, Seminole County, Florida. Front 25' Rear 20' Side 7.5' Side Street® 25' rlLr — t-ooi Lquir g se LEGEND:ADUSSD —Access/Drainage/Utilities/Sidewalk LB —Licensed us ne BFP — Backflow Preventer Sight Distance Easement Survey PRM —Permanent Ref. Monument parted R — PCP —Permanent Control Point IS—Description 1FP&L —Florida Power & Light Plat FFE —Finish Floor Elevation D. B. —Deed Book M —Water Meter O. R.—Official Records Book Rd —Water Valve P. B. —Plot Book ICr—Fire Hydrant Pg . — Page RC® —Reclaimed Water Meter Elev. — Elevation RC><l—Reclaimed Water Valve Conc. — Concrete 10 —Cable Box BP — Brick Paver C3 —Telephone Box SW — Sidewalk E) —Electric Box FFE — Finished Floor Elevation 0 —Utility Pole Cl — Curb Inlet Guy Pole GTI — Grate Top Inlet Light Pole P. U.E.—Public Utility Easement Guy Anchor RCP — Reinforced Conc. Pipe OU--Overhead Utilities PVC — Polyvinyl Chloride 0 —Storm Sewer Manhole NCS — No Corner Set (Falls in Water) 0 —Sanitary Sewer Manhole SF — Square Feet EHHo —Electric Handhole D. U.E. —Drainage/Utility Easement coo —Clean Out FiMGD — MAG NAIL & DISK 1CVt><—Irrigation Control Valve P. K. —Parker Kolon Nail Sign SIR — Set 1/2" Iron Rod LB7768 wc,,a—cote Water Valve SPKD — Set P.K. & Disk LB7768 R—Gos Meter FIR —Found 1/2" Iron Rod LB7768 11 —Existing Grade FIP— Found 1/2" Iron Pipe L87768 a —Blow—off Valve FPKD — Found P.K. Nail & Disk LB7768 ----Drainage Flow Direction FCM — Found 4"x4" Concrete Proposed Design Grade Monument PRM L67778 Till $—As—Built/Existing—Grade 2= 0 0*124=71 ME CURVE DATA TABLE NO. RADIUS DELTA T----T- ARCCHORDBEARING Cl 25.00' 09O'_O0_'_OO" 39.27'T 35.36 S 45'1657" E 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this survey, and is subject to title review and/or abstract, GeoPoint Surveying, Inc. makes no representations or guarantees pertaining to easements, rights — of —way, set bock lines, reservations, agreements, and other similar matters. 2. This survey is limited to above ground visible improvements, and that nothing below the ground was located including, but not limited to foundations (footings), utilities, etc. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. This Survey is subject to matters shown on the plot of WYNDHAM PRESERVE-, City of Sanford Seminole County, Florida. 5. Additions or Deletions to survey maps or reports by other than the signing party or parties Is prohibited without the written consent of the signing party or parties. 6L This survey is intended to be displayed at I' = 20'. 7. All boundary line dimensions are field measured unless otherwise noted, PREPARED FOR; FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 1212ZQ_—D1§5H, in Flood Zone "X" L_ 1_10 1 11 1 f *TI`7tnT7MT7M of " V\IYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida Last Date of Field Survey: 12/13/1 8 1 555 Winderley Place, Suite 109 1Maitland, FL 32751 This certifies that a survey of the hereon described property was mode under my supervision and meets the Standards of Phone (321 ) 270-0440 Practice set forth by the Florida Board of Professional Fax: (813) 248-2266 Surveyors & Mappers in Chaptp 5J-17, Florida Administrative Licensed Business No. LB 7768 code, pursuant to 140 1 , pr- 472.027, Florida Statutes. GeoPoh it Surveying, Inc. James D. Leviner I FLORIDA PROFESSIONAL SURVEYOR & MAPPER NO, ?.!. 5 ANIM - W- 11111MIS 4 W-1 §110111Via' 1w, OUR= CITY OF SANE 5j, ' a BUILDING & FIRE PREVEN PERMIT APPLICA Application No: Documented Construction Value: $ Z 5 Job Address: 4 Historic District: Yes El No Parcel 11): Residential D' Commercial Type of Work: New Addition 11 Alteration L1 Repair F-1 DemoEl Change of UseEl move Description of Work, Plan Review Contact Person: Title: Phone:: Fax Email: Property Owner Information Name Phone: Street- Resident of property?: City, stote Zip: Contractor Infomtation phone. 2_ 4- L t 1 NameStreet. c, I Fax: City, st&e zip° C. '--j State License No,: Arch Itect/Eng! neer Information Na me- Phone: Street: Fax: City, sty Zip. E-mail: Mortgage Lender - Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RE SULT 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 OBTON FINANCING, CONSULT WITH IOU R LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NoTICEOF COMMEN' CEMENT. ApplicatiolO is hereby made to obtain a permit to do the work and installations as indicated, I certify that no Nvork or installation commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construc in thisjur!sdiction, I understand that a separate pernift must be secured for electrical work, plumbing, signs, wells, p( furnaces, boilers, heaters, tanks, and air conditionci-s, etc. FBC 105.3:Shall be inscribed with the date of application and the code in cffcct as of that date: 5' Edition (2014) Florida Building Code Rxvi' sed junt 30, 2015 Pennit Application 4 F—A NOT'IM It,, addition to the requirements of this permit, there may be additional restrictions applicable to this property that mad be found in the public records of this county, and there may be additional permits required from other governmental entities such as 4-acl, inanagenient districts, state agoncies, oi- fcderal agencies, Acceptance Of Permit is verificition that I will notify the owner of the property of the requirements of Florida Lien Law, fS 713. T'he (7ity of Sanford requires payment of plan review fee it the time of permit submittal- A copy of the executed c0fltFaCl is I-CqLi fired in order to Ca1CLda',C it plan review charge and will be considered the estimated construction value of the job at the time ofsubrn ttal. The actual construction value will be figured based on the current !CC Valuation 'fable in effect at the time the permit is issue, in accordaria, with local ordinance, Should calculated char -es figured offthe executed contract exceed the actual CONStrUCtiO11 VE41LIC, 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 i be done in cornpliance with all applicable lavvrs regulating consti-tiction and zoning, Signature 40\vner/Agent Print 0\vnoq,A,,ent',, Name Dare Signature o(NotarY-State of Florida Dale Owner/ Agent is Personally Known to Me or Pr0dUMJ ID -FYT)e of ID Sipature ofConlFactor/Agent Date Print Contrac nt s Muiine fa dcr- Signanite of; ui!v-stale W Florida —.-Date- ME t' ATIT T 120,40,, f;rl, coml'Ail XP; P, r-S Aug t 25, 2018 shnifej Tjj,, Notary p , Contractorsgent is k-Personally Known to Me cni Produced ID Type of 11) BELOW ISFOR OFFICE USE ONLY Permits Required: Building, U-Jectrical Meclianical E, PlumbingEl, Construction Type:____ 0ectipancy Use: rotai Sq Ft of Bldg:______ Min. Occupaney Load. New Consti- tiction: Electric - P of Amps-_ Fire Sprinkler Permit: YesEl No 011 of' [leads APPROVALS: ZONING: ["IFF] 1, ITI E S: E,'NGINEERfNG: FIRE: an GasE] Roof rl Flood Zone: ft of Stories: Plumbing - ft of Fixttires Fire Alarm Perrnit: Yes El No El WASTI-1, WATER: Revised Juqe 30, 2015 f'crrmi Application a ri 9W7 SWe Ocm 52 23 Uld RoW a qW, 01, PI 97, Basynn fWad Wbhtmnd SM i0da,-,tn, R -1,1669 ' N vmWn FunTO -1, 32-324 vwvo,.1R.fldah, ;,n UTM3ZO6 d' 1661 Tom Hi'D-216L'5 S'mate U-,,,ow,,o, .,k R. J. K E L t,15 ' YT Pag 0: I Of Plroposaf Ne: 717,135513 FLUMWNG HEAUNG , COOLINC, RroposaiDitule: 7,'26,26W Preparect For: Starlight Hoines Florida, LLC, Loca-Iion,: ',Sanford 064 C-,in-oraoo,,id 31w'!, S,iztc1,'e mcde4 Firefi-y' 11827 We Mal FL WS We Pmpoqo hemby to Unkh-roated, I and labor - ciamplele in, accovdance with specifications: bMw Wr M Swp A scwsm poyment t be maide - 10H-vs: 40% Rough In 30% Top Out 30% Finisha NET 10 Days AU MiAW par nW W n"s WwMedH vorl W W cwWom in a wlmw RP w3wve"=wKq K WmAM mnUmc AM aRKWH, v d"evol, Tom spWhatism Idol= jvokmg osm woas wN tt..at ,a any Wwn wMw wdem wol W! lc.,,.onne ar, ext .i -wer anal aibcava tt,a, CiMlr-, age All hm 0,05 aid 0"M" nc.swuy humamm Ku w2mns ";,v it uocn az— a, no on Mind O.W is VV7i-,DRAWN W NOT ACCEP rED M 30 Di)' AWWWW MAY BEAlf" he zm ' vj,obis nii spacllicaaln-L and HWINIMM 2nd Bath Kilchen, NX'z- Wer titsy Antood MG 6 Mse 7227P MO VVMle Wfth Wafts kv,t ',slwer-, ChaWor -1, 182 C'h c.fn' Valve GaNar :.fa; mH 2' 112 28 VAK Ebrgated Sy 11 'Jilder With i0oan Chateau 64925 Chrome S.MW AwmW MyO M MM = WNV WAh airs Ana War chat a_, TLI N CNOne Vnii, 5006 MaMeN 21112 128 V110 Elcolatoo By BWWer With K& wv ChaWa6 640M CNvwe Faucet By Bulkier khen Imagra 677 5 ( Numne W Bwgor A ARM Card Line Wiih Rece,,qed Box o ' ioixi, ,r I JP hierRm AW mmw W SO= Duo", Gacidd Yg WWI Par Smw & WAw a, 11"wWON N Was", 3WA7,d nwynm wa' J' 40 Pwmk -_. 7 "cod, G W GPVC 49 Smar NO== dMan S A pe, W! 42 Wow Akorwco NAMWO $0 yt ""oi Qon M Qq dw? vanUnj behveon an owper cal,acmr OLE! Woo & . ev aws - Fkaha Stown 3 1 GW1 -,' a,--,iip;auic,.fPf-,pilaal - Tn, WovepmIn yedwAys Xbowwwons WO.NmIq con"', we wAsonwd W dole was as smaAd PaowntidTnemwa J,aqs, DA us Asx& TWW & FANN 1 Y L N h7p, - - Byron: An= law Edh BY: Lav Edo Dam: 7T7201' M75 9 CITY OF Sk 4FORD BUILDING DIVISION PERMIT APPLICATION Application No: Documented CAngtruction Value: $_51,000 Job Address. 2647 Flycatcher Way Historic District: YesEl NQ Parcel ID: 17-20-30-502-0000-2330 Residential 0 CommercialEl Type of Work: New U Addition El AlterationEl RepairEl DernoEl Change of UseEl Move El Description of Work; Electrical Wiring, 150 amps, underground slab, rough, and trim Plan Review Contact Person: Brandon Gibbs Title. Director Phone. 407-630-0119 Fax. Email: brandon.gibbsQreedGm.com Property Owner Information Name Starlight Homes FL, LLC. Phone: 407-708-0163 Street-, 1064 Greenwood Blvd. Suite 124 Resident of property?: No City, State Zip: Lake Mary, FL 32773 Name Brandon Gibbs Stre&, 146 West Plant Street, Ste 240 Contractor Information Nffim= IM City, State Zip; Winter Garden, FL 34787 State License No.: EC 13008106 Architect/Engineer Information Name: n/a Street: City, St, Zip: Bonding Company; _n1a Address: Phone: Fax: E-mail: Mortgage Lender: Address: - WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR 'PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. It YOU INTEND TO OBTAIN FINANCING, CONSUL'r 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. L—apow—i IN FBC 105.3 Shall be inscribed with the (late of application and the code in effect as of that date: 6' Edition (2017) Florida Building Code NQIM: In addition to the requirement,; of this permit, there may be additional restrictions applicable to this property that maybe 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 Heir 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 IC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured of the executed contract exceed the actual construction value, credit will be applied to your permit fees, when the permit is issued- 0 ; I certify that all of the foregoing information is accurate and that all work win be done in compliance with all applicable laws regulating construction and zoning, Signature of Owner/Agent Date Print Otener/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID - Type of ID Signature of Contractor/Agent Date 13 J r Print ContractortAgent's Name A? L pbr"oridzanSignatureot'Not -Stat fFlorida ate O 63 Contractor/Agent is ---- A_ztgKLo 11 Known to Me ou _qauy Known Produced ID - Type of ID Per.. Required; Building El Electrical El Mechanical [J Plumbing El GasEl Roof 1:1 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 Per... Yes No F] # of Heads _ APPROVALS: ZONING: UTILITIES: lamialmm 1219 Fire Alarm Permit: Yes ] No [I WASTE WATER. L10- POW-1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 7ApplicationNo: Documented Construction Value: S Job Address: -254Z-E,-VV3l) [listoric DistriYe s esEl No El -yParcel ID: 17-20-3 1: )000-2330 Residential Z Commercial Type of NVork: New Z Addition 1:1 Alteration 1:1 Repair -El Dertio El Change of UscEl Move El Description of Work: Plan Review Contact Person: Sarai Rodri u z Title: Residential Administrator Phone: 407-886-3729 Fite: 407-886-3729 Email: srodriguez@enerqyair,corn Property Owner Information Name Starlight Homes Florida LLQ Phone: 407-730-1311 Street: jDQ4 Caw Q--wDD d-RLVA-SAe- 12 4— Resident of propert., ? : NO City, State Zip: -L@k eMa rF L327 46_ Contractor Information N a m e -EneigyALInc-(RQbed-Kulp)---,--- Phone: 407-886-3729 Street: - 5AQ,1-F-02arm- Ajf-QL--,--- Fax: Ci"', State ZiP: -C&Jandn-EL-32B-M State License No,: Architect/ Engineer Information Name: Street: Ci"", St, Zip: Bonding Company: Address: Phone: Fax: E'- unail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TORECORD A NOTICE OF COMMENCEMENT MAY RESULTIN 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 WITT! 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 ccrtity that no work or installation has conimenced prior to the issuance ol'a permit and that all work will be performed to nicel standards of all laws regulatingconstruction in dais jurisdiction. I understand that a separate pertnit niust be secured for electrical work, plumbing, signs, wells, Pools, furnaces, boilers, heaters, tanks, and air conditioners, etc, FBC 10S.3 Shall be inscribed Nvith the (Late of application and the Code it) effect as of that date: 5"' Edition (2014) Florida Building Code r, RCvIsed JuTIC10 ) 01i Ck A 60 N0-['ta-: In addition to the requirements of this permit, there ma\ bc additional restrictions applicable to this proper(}that trrayr he found in (lie public records of this count" and there nlav he additional permits required front other goverimmital entities such is x'alcr management districts, state agencies, or federal Gig, eticie"', Acceptance of permit is verification that I will notify' the ovY [let- ol, the property' of requ irenients ol'Florida [,,tell Law, FS 71 3 The City of Sanford reqU ires paN ill ell I of a plan rcvic,\ fee at the titrie o I' permit suboiittaL A copy of' the exec tited contract is required in order to calculate a plan review charge af I (I wi I I be considered the estimated construction value of' the Job at the: time o t' snbrinia I, ThC WWII COIIS0110011 villl,JC will be 11L UrCd NiISC(l on the CUITO)t WC Va1Ua6011 'I aWQ ill effect ill tile little the I)Crinit is iSSUC(I, ill accordance k0th local ordinance, Should calctilated charges tlignircd off the ewcuted contract exceed the actual construction VtIlLle, credit will be applied to your perillit fees o hen file Perrilit is issoed, 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 zo Robeqrt Kulp Sw,nzil Lire of NotarN -Staw of FltwAi Owner/Agent isZl — Personally Known to Me or Produced I D Type OHD oI Notari -Stare of Florid'i Daic Notary Public State of Flofids Sarai Rodriguez My Commission GG 147034 Expims 1010112021 Contractor/Agent is Personally Known to Me or Produced ILA ____ Type of I D BELOW IS FOR OFFICE USE ONLY Permits Required: BUildingE] L"Iectrical MechanlcalE] P11,1111bingf] Gas[:] Rood---` Li Construction Type:,__ Occupancy Use: Flood Zone: Total Sq Ft of Bldg:___— Min. Occupancy Load: of Stories:_ New Construction: Electric - # ofArmies -- — Plumbing - # of Fire Sprinkler Permit: YesEl NoEl # of Heads APPROVALS: ZONING: t'Y1-ILITI1-%'S: ENGINEERING: 1 1, 1 R fl" Fire Alarm Permit: YesE] No [] W A STF W ATE R: RcN iwd Rune 30, 201 i Permit =Application Job ft: 34685 145978 BILL TO: ADDRESS: 1064 Greenwood Blvd Ste 124 CITY/STATE/ZIP: 121e Mari, r , FL,_,3 2 7 4 6 Order Taken By: Equipment Brand: Job Contact: S Wt o-lwine TT A/1 I- I or Furnace Job Phone: 4017301 Heater or Coil Date Requested: CU-1 Date Required: T'Stat: Filter Base Permit Information: AHU 1,ocation 1-'L idency _ MUST BE ACCURATE AND COMPLETE: A/H-3 or Furnace Neater or Coil Bldg. Permit# CU-3 Township: Sanford T'Stat: Filter Base AHU Location Incl. on Builders Permit: No Lffic_rency____ EA1 Pulls Permit: Yes Zoning Brand: Builder calls inspection: Yes Zone Kit #1 EAl calls inspection- No Zone Kit #2 Thermostats Ventilation Cost: 319.01 Transformer Surge Protector Bypass Damper #1 B Pass Darn PO Numbers Grs,Stamped StI. Grs.Stamped Returns Grs.White S/A Adj. Grs, R/A White Alum Kit. Hood Duct-, Kit, Down Draft DUCt: fan 80 cfim BFQ80 fan lite BFQF70 Bath Exh, Duct: Drver Vent: ial InStrUCtions Or Comments: Accounnna Department: Job # Estimated Estimated Task - Description Hours Cost 03-Fabrication Labor 2.20 27.72 Eoughi 0.1-Installation Labor 21 7-8 —326,70 06-Piping Labor 6,75 114,75 Turn 14-Kitchen Vent Trim 02-Material/Tax 1,f03 08 01 -Equipment/Tax 1,339,77 Perrin 09-Permit/Other 80,00 011 -Delivery Labor 15,54 20-Pull Material Labor 31,07 Total I I 2-Startun Labor 42,50 Lot / Sub: _WWynqharn Preserve, Job Address: City / State / Zip Sanford MLo cd e I / 1827 S Carrier 14 Seer Heat urn R-41 Oa f7iT45iP030L00 A/H. 2 or For C12401C05 Heater or Co CH14NBO300OG CU-2 TH622OD1002 I'Stat: Filter Base 1 st Fl lilt Closet AHIJ Location 14,00 SEER / 8,2 HSPF_ Effid A/H-4 or For Heater, or Co CU-4 T'Stat: Filter Base AHU Location Efficiency Norge lywel I/J o hns tone Vent. Darnp ZD 1 ZD2 ZD3 ZD4 ZD5 ZDG Qty Yes No 13 X --Flue Pipe: X Filter Base X Mery 8 Filter I X Elect. Air Cl. X Cons, Slab: X Heat Recove 2 X —Fresh Air: X X 1 X Invoice Due Date: av mace it nace 11 er ry: Y8150AI01 7 1 X M I No X X X X X T 0 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name Lot 233 - 1827 UL Bolder Name Starlight Homes Street. 2647 Flycatcher Way Permit Office Seminole County City, State, Zip Sanford , FL , 32773 Permit Number Owner Jurisdiction Design Location FL, Sanford County. Seminole (Florida Climate Zone 2 1 New construction or existing New (From, Plans) 9 Wall Types (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=130 217,00 ft' 3 Number of units. if multiple family 1 c N/A R= ft, 4 Number of Bedrooms a d NFIA R= it, 5 Is this a worst case? No 10 Ceding Types (1909.0 sqft Insulation Area a, Under Attic (Vented) R=30 0 1909,00 ft,' 6 Conditioned floor area above grade (W) 1909 b N/A R= ft2 Conditioned floor area below grade (ft") 0 c. N/A R= if" 11 Ducts R ft" 7. Windows(! 61 0 sqft) Description Area a Sup Attic, Ret Main, AN Main 6 381 8 a LI-Factor, Dbl, U=O 34 120.00 W SHGC SHGC=0.26 b, 1-1-Factor: Dbl, U=0.58 41 00 ft, 12 Cooling systems kBtu/hr Efficiency SFIGC SHGC=025 a. Central Unit 30,0 SEER 14.00 c, U Factor N/A h2 SHGC: 13 Heating systems kBm/hr Efficiency d, U-Factor. N/A ft" a. Electric treat Pump 30.0 HSPF 8,20 SHGC, Area Weighted Average Overhang Depth. 1,000 ft, Area Weighted Average SHGC0,257 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= rJ2 None c. N/A R= frz 15. Credits Pstat Glass/ Floor Area, 0,084 Total Proposed Modified Loads: 5719 PASS TotalBaselineLoads: 57.22 I hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance with the Florida Energy Code, specifications covered by this calculation indicates compliance ly, 1. with the Florida Energy Code, o e PREPARED BY Before construction is completed DATE, this building will be inspected for compliance with Section 553,908 I hereby certify that this building, as designed, is in compliance Florida Statutes with the Florida Energy Code. OWNER/ AGENT: ... ......... ....... .. . BUILDING OFFICIAL .. ... .. ..... .. DATE: -- ------------------- DATE: Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R4013.2,11. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1 .1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4,1.2), Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSIIRESNETIICC 380, is not greater than 0,030 Qn for whole house. 111812018 9.41 AM EnergyGaUge(li) USA - RaRes2017 Section R405 4 1 Compliant Software Page 1 of 4 AHRI Certified Reference Number 9162305 Date '08-06-2018 Model Status Active AHRI Fype : l-RCU-A-CB Series 14 SEER HIP Outdoor Unit Brand Narne CARRIER Outdoor Unit Model Number (Condenser or Single Package) CH14NB030*0*'A' Indoor Unit Model Nurriber (Evaporator and/or Air Handler) FB4CNP030L rhe manufacturer of this CARRIER product is responsible for The rating of this system combination, Rated as follows in accordance with The latest edition of ANSVAHRI 210t240 voth Addenda I and 2, Performance Rating of Unitary Air -Conditioning & Air-SOUrce I -feat PUrop 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 (\2) - Single or Hiatt Stage (95f--) 11 50 Heating Capacity (1-112) Single or High Stage (47F) 28600 HSPF (Region IV) 1 810 t'ArArve" Model Status are those that an AHRI Cerfification Program Parocipant is currently producing AND selling or offering for sale, OR new models that are being] marketed taut are not yet being prod uced,'Produ clion Stopped Model Status are hrose that an AHRI Certification program participant is no longer producing BUTs still Rahn, 5 that ire arcom lured to V1;tiS indiclke an invelunta re -rate. 1tae necv uGiiSfted ratan rS shnwr, atpet wittt tine r,uiottS i-tw. 4eAS ra tin DISCLAIMER AHRI does no,, endorse the product(s) listed or, this Certificate and rakes no rppresentations. warranties or guarantees is to, and assume-, no responsibilih, for the product(s) listed on this Cornticare. AHRI orpressh disclaims all liability for damages of any kind arising our of the use or Treffounance of tire product(,,), or the unauthorized alteration of Bata listed or) tros Corlificans Certified fatinrls one valid only for rnrc(iels In(, configurations listed in the directory at h'1ah(_'r4sf t,ur TERMS AND CONDITIONS content, 0i ThisCorlificnZeanalit, are propOetary products of AdRI, This Certificate shall rinl bt-, used for indkidual, personal o c'nconfidential reference purposes. Tile contents of thi,, Cornficaer may not, in whole or in pan, be reproduced, copied: disserninated; entered into a computer database: or otherwise utilized, in any form or manner or be :any means, oxcord for the riser's individualser"41k, Nome 'W&krr personal and confidential refers se, AIR CCo%0lTj0N1N(;, HCATiNG, CERTIFICATE VERIFICATION d REFRIGERATION INSTITUTF The information for the orciriel cried at, thiscerfincate can the verified at Nvlw click on "Vorny ocftlfir;,Ite' link and enter the AHRI Certified Reference Number and the date on which the certificate ociF issued. which is listed Above. And the Cortificateclo, which v, listed at botton, right d)2018Air-Cianditioning, Heating, and Refrigeration InstitUte CERTIFICATE NO.- 131790389737425433 ENVIRONMENTS FOR,, SITE ID: 429186 LOT: 233 BLOCK: HOUSE 2647 STREET'.FLYCATCHER WY CITY: SANFORD STATE: FL ZIP 32771 COUNTY: SEMINOLE ACCOUNT#: 909STAFL BUILDER: STARLIGHT HOMES SUBDIVISION: WYNDHAM PRESERVE COMMUNITY: N/A PLAN: NOR 1011812017 PROGRAM: CODE1100% TESTER: EEL IECC: 2009 CLIMATE ZONE: PROPERTY OWNER: PROPERTY ADDRESS: 2047 FLYCATCHER WY, SANFORD, FL 32771 L— TEST, BLOWER DOOR RESULT: PASS TESTER: Gave Revelle DATE: 0111612019 Plu"`II122 IS %-An a I Tooter Da- I QA612019 Result PASS mazmalm Caftftd Green Program Level Requires Visual Inspection t4m ROM 1 1, m."—Vkowr0r N— N *11 Model Model #3 SYSTEM I VATER HEATER GARAGE SMITH CNT 511Q SYSTEM 2 AArER HEATER SYSTEM 3 AATER NEATER u'.IATER NEATER SYSTEM I FURNACE SYSTEM 1 HVAC OUTDOOR UNII O%}TSIDE CARRIER IH14N6030 SYSTEM I HVAC INDOOR COIL SYSTEM 1 HVAC AHU (HEA' INTERIOR CARRIER FB4CNP030 Pump} SYSTEM 2 FURNACE SYSTEM 2 IAVAC OUTDOOR UNIT SYSTEM 2 N1AC111111COIL SYSTEM 2 HVAC AH, (HEAT PUMP) YSTEM 3 FURNACE S, STED, , UHVAC OUT DOOR N IT SYSTEM kHVA. IV CO'L+ T _ M SYSTEMTIVAC A-111 PUMP) SYSTEM 4 FURNACE M' SYSTFNVAC OUTDOOR UNIT Sy _ T EM 1 VAC INDOOR COIL YST, M' HVA( MEAT AHU HEA BUILDING SPECIFICATIONS TEST: BOGIVER DOOR RESULT: PASS TESTER: Dave Revolts DATE: 01116P2019 BUILDING SPECIFICATIONS SUELDlNi UFGAiAC3T l CSTtCS D f{ N«VALU S :.' ASBUILT-VALUES COMMMENT PROGRAMMABLE THERMOSTATS (PRIF) YES WATER HEATER TYPE (PRIG) CONVENTIONAL WATER HEATER FUEL TYPE (PRIF) ELECTRIC WATER HEATER SIZE, EFFICIENCY & LOCATION PRIF) INFILTRATION (HOUSE LKG) ACH (REM) NA Ht : 5,35 CI : 5,3$ ACH 50 Pascal$ FRESH AIR VENTILATION TYPE (PRIFl Al -YCLER _ VENTILATION FAN MANUFACTURER (REM) NA NA VENTILATION FAN MODEL to (REM) NA NA VENTILATION FLOAT REQUIRED (REMj NA NA VENTILATION EQUIP_ RATED CFM (REAL; NA NA i A._.. VENTILATION x OF FANS (REM) NA VENTILATION TIMER SETTING EACH FAN (REM) NA N VENTILATION TIME - HRStDAY SPECIFIED (REM) NA NA VENTILATION TIME SET BY HVAC CONTRACTOR - MINUTES PER HOUR (PRIF) FRESH AIR VENTILATION PAN WATTS (REM) NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPEC'S (PRIF) INTERIOR "A OF CFIL A (PRIF) INTERIOR % OF LED`$ (PRIF) INTERIOR 7 OF PIN -BASED (PRIF) EXTERIOR FIXTURES % OF CFCS (PRIF) i EXTERIOR FIXTURES l OF L.ED'S (PRIF) i ) GARAGE FIXTURES A OF CFL'S (PRIF) GARAGE FIXTURES % OF vED S (PRIF) DISHWASHER (PRIF, REFRIGERATOR (PRIF) FOUNDATION TYPE (PRIF) SLAG TYPE (PRIF) SLAB AREA ( RIFI . SLAB DEPTH (PRIF) SCAB FULL PERIMETER (PRIF) SLAG GRADE (PRIF) FLOW RING {PRIF) HEATING (REM; NA NA COOLING (REM) NA NA AIR -SOURCE HP (REM) NA NA WATER HEATING (REM; NA NA Cam on§s NO WEA(HER STRIP ENSTALLED AT TIME OF TEST 01711A2019 TOTAL CONDITIONED FLOOR AREA CFA SO FT) DUCT LEAKAGE TO OUTSIDE % TARGET TOTAL DUCT LEAKAGE % TARGET SYSTEM 1 SO FT. SERVED (CFA) SYSTEM 1 DUCT LEAKAGE TO OUTSIDE CFM25)TARGET SYSTEM 1 TOTAL DUCT LEAKAGE CFM25) TARGET SYSTEM 2 SO FT. SERVED (CFA) SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET SYSTEM 2 TOTAL DUCT LEAKAGE CFM25) TARGET TEST: DUCT BLASTER RESULT: PASS TESTER: Dave Revolts DATE: OIIIOQ019 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 35, SYSTEM 1 DUCT LEAKAGE TO OUTSIDE CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM 1 TOTAL DUCT LEAKAGE (% OF CFM25)ACTUAL CFA)ACTUAL SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE : SYSTEM 2 TOTAL DUCT LEAKAGE (% OF CFM25) ACTUAL CFA) ACTUAL SYSTEM 3 SO FT, SERVED (CFA) TEST: DUCT ®CASTER RESULT: PASS TESTER: D re Raveiia CATC;: D1l1Q;liQ19 SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET SYSTEM 4 SO FT. SERVED (CFA) SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM25) ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE CFM25) ACTUAL I SYSTEM 3 DUCT LEAKAGE TO OUTSIDE OF CFA) ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE (% OF CFA)ACTUAL SYSTEM 4 DUCT LEAKAGE TO OUTSIDE 0tl SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL CFM25) TARGET4TOTAL DUCT LEAKAGE 0 SYSTEM CFM25) ACTUAL 4 TOTAL DUCT LEAKAGE 1, DUCT LEAKAGE (% OFSYSTEM4TOTAL CFA)ACTUAL FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street 2647 Flycatcher Wy Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: 2647 Flycatcher Wy (Lot 233) Jurisdiction: Cond. Floor Area: 1827 Cond. Volume: 16991 Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n, R: Single or Multi Point Test Data HOUSE PRESSURE FLOW: 50 Pa 1515 cfM 2 0 Pa 0 cfm 3 0 Pa 0 cfm 4 0 Pa 0 cfm 5 0 Rd 0 cfm Pa c'no CFM(50): 1515 ELA: 83 EqLA: 197 ACH: 5.35 SLA: '05 ACH(50) ' : 5.35 Forpro.5c"Int'vo Projects, tested leakage must be <=7 ACH(50). For performance projects, tested leakage must be <= the ACH(50) shown on Form R405-2014 for this project, R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2. Testing snail be conducted with a blower door at a pressure of 0,2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553,993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or h) or at,, approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other 2. Dampers including exhaust, intake, makeup air, packdraft and flue dampers shall be closed, but not sealed beyond intended infiltration 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: Dave Revelle Date: 01/16!2019 Digitally signed by Dave Revere Date: 2019.01,16 11 : 22:29 EST CN-Dave Revelle, O=TopBuilu Home Services, OU, EMAILADDRESS=cjave.revelle Olopbuild.com, C=LJS Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or r) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: 111107AII lilditi, y0c, for allooioq Topbuild trie QLp,,,,to,-rry to irta"Oe !rle ar)ovo so"Ce, for y0i, Ploase loel IfeB to Con fact Ice ,Ih a,,y Quesl;ofis 10/25,2017 4291 r36 47 4113i [I for having successfully completed all requirements established by the Residential Energy Services Network (RESNET) and as a ertifffiffe -am limome Energy Hmmuater 11 1 111111 1' 1111III Iii ME M Build Home Services RTIN # 4311088 Stephen P. Carr, Registration # OA Designee ibis 10— was generiled ftom EEL Project ". iiager, propx ,y opBuitc Home Sc-c-s 04/05/2019 Certification Expires FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Wyndham Preserve Builder Name: Starlight Homes Street: 2647 Flycatcher Wy Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number Design Location: Jurisdiction: Duct Test Time: Post Construction Duct Leakaae Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage I 1 System 1 35 cfm25(Out) 2 System 2 cfrn25(0ut) 3 System 3 ctm25(Out) 4 System 4 ctm25(Out) 5 Total House Duct Sum lines 1-4 35 System Leakage Divide by 1827 Total Conditioned Floor Areal 0.0192 (On,Out) I hereby certify that the above duct testing performance results demonstrate compliance with the Florida Energy Code requirements in accordance with Section R403.2.2. D,gowly 1,9-d by D— R-01. Date 2059 01, 6 22 25 EST CNDa R-11e OTopBufld Rater Of Record: 1, Home Se yes Oul lft&bWd, co,,, C - US Printed Name: [!&e RESNET*: 4311088 Date: 01/ 16/2019 Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553. 99, Florida Statutes, Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions, 429186