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Home My WebLink About3813 Night Heron Dr 18-1277I <2 , L -L-T7 COUNTY OF SEMINOLE IMPACT FEE STATEMENT BUILDINGTAPPPLICATIONl#: 18-10000267 BUILDING PERMIT NUMBER: 18.10000267 DATE: March 16, 2018 ci ql/' UNIT ADDRESS: NIGHT HERON DRIVE 3813 17-20-31-502-0000.2140 p 3 3 i 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: 3813 NIGHT HERON DRIVE / LOT 214 / WYNDHAM PRESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE RO"S-ARTERIALS CO;WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROAI)Sgg-COLLECTORS N/A ily Housing .00 1.000 dwl unit 00FIREnRESCUE 00 LIBRARY CO -WIDE ORD Single Family Housingg 54.00 1.000 dwl unit 54.00SCHQOLSCO -WIDE ORD Family Housing 51000.00 1.000 dwl unit 51000.00PARiiKSgle LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE CITY OF SANFORD44 aq1 2018 MAR 12 2018 BUILDING & FIRE PREVENTION MAR M A ,>, PERMIT APPLICATIONlipApplicationNo:.. I A- r- Documented Construction Value: S 82MM ail - N0. Job Address: 3%i3 —1) V- Vey Historic District: Yes No Parcel ID: 17-20-31-502-0000- 2N%L+o Wyndham Preserve Lot a,1y- Residential ® Commercial Type of Work: New ® Addition Alteration 0 Repair Demo Change of Use Move Description of Work: Construct New. SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: Street: 1405 Old Alabama Road, Suite.200 City, State Zip: Roswell, GA 30076 407-708-0161 Resident of property? : Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 407-647-3700 Fax: 407-647-0700 No State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA Bonding Company: Address: NA E-mail: sives@mulhemkulp.com Mortgage Lender: Address: NA WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: P Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application 0. _% 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,.andihere.may, be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date 4J1 3--0 Signature of Contractor/Agent Date Robert Willets Print Owner/Agent's Name Print Contractor/Agent's Name 3 •L.— \ h Signature of Notary -State of Florida Date Signature of No -State of Florida G Date y Shayne Mangel NOTARY PUBLIC STATE OF FLORIDA z t;y a Corn # GG113111 Owner/Agent is Personally Known to Me or Contractor/Ageif is E irePel tA+lKnown to Me or Produced ID Type of 1D Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building a Electrical [ Mechanical EEr Plumbing[]' Gas[] Roof Construction Type:_ q fs Occupancy Use: Flood Zone: -6E Total S Ft of Bldg: 2 3 S A T t atGNEP q g: Min. Occupancy Load: 1 Z # of Stories: l New Construction: Electric - # of Amps Plumbing - # of Fixtures /s Fire Sprinkler Permit: Yes No [9 # of Heads APPROVALS: ZONING: G 1` UTILITIES: COMMENTS: Fire Alarm Permit: Yes No WASTE WATER: ENGINEERING: VA't C- 3 '1$ •l b FIRE: BUILDING: ST l S•/ Ok to construct single family home with setbacks and impervious area shown on plan. L4Z . 2'/o ;wrp, 1 Zloq i•iatwk?r4_ Tt C Revised: June 30, 2015 _ Permit Application tj J LLJ 1 Z 1s CITY OF SANFORD R Y,=bC l 2Uj$ BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I A- Documented Construction Value: $ - 113. c p? Job Address: 3 Historic District: Yes No Parcel ID: 17-20-31-502-0000- G\igo Wyndham Preserve Lot a.14- Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person:. Shayne'Mangel Title: Permit Coordinator Phone: 407-708-0161 :Fag: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite.200 Resident of property? : No City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone- 407-647-3700 Street: 1064 Greeriwood Blvd, Suite 124 Fax: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: .20 South Maple Street, Suite 150 City, St, Zip: Ambler, PA Bonding Company: NA Fag: F_mail: sives@rnulhemkuip.com Mortgage Lender: Address: Address: NA WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE TBE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction In this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of ap !cadon and the code In effect as of that'date: S" Edition (2014) Florida Building Code Revised: June 30, 201S ` Dab - Permit Application 13 43 N 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,.and1here.may, be.additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and Zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date A 'J-Lo-\$ Signature of Contractor/Agent Date Robert Wllets Print Contractor/Agent's Name Signature of No -State of Florida Date f Shayne Mangel NOTARY PUBLIC STATE OF FLORIDA C o rnyt# GG113111 Owner/Agent is Personally Known to Me or Contractor/Age.--Ris Ex%reF&WaWKnown to Me or Produced M Type of ID Produced ID Type of M BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: ' -?'1 WASTEWATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised:June.30,2015. __.. _____.__.___ __—_—__.__.. _Pem itApplication Pt City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Shayne Mangel Firm: Starlight Home Florida LLC Address: 1064 Greenwood Blvd Suite 124 City: Lake Mary State: FL Zip Code: 32746 Phone: 407-647-3700 Fax: 407-647-0700 Email: shayne.mangel@starlighthomes.com Property Address: 3813 Night Heron Drive Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-2140 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) O"CAA S O Flood Zone: x Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-1277 Reviewed by: Michael Cash, CFM Date: March 19, 2018 Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & M-tD4 Landscaping in Right -of -Way ww.santon gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over•100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right -of -Nay. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right -of --way and use shall be provided or application could be delayed. Callbdorspwd4 1. Project Location/Address: 3 g 13 N i .,1nt eras ri Q. Jw V f irr , mil. 3 a-t-r 2. Proposed Activity: Q Driveway 3. Schedule of Work: Start Date 0 Walkway R Other. 4. Brief Description of Work Construction Of New SFR Completion Date Emergency Repairs This applicatio ' u itted by: PropertySignature. Print Name: K r, Address: 1064 reenwood Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-647-0700 Email: s'-m-9e'@wsfthftmes.aom Date: Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationlmprovement 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 Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the rightof-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestoes expense and, if necessary, file a lien on the Requestoes property to recover costs of restoration. To the fullest extent permitted by law. Requestor agrees to defend, indemnity, 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 hav understand the above statement and by signing this application I agree to its terms. signature: 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: Official Use Only Fee: Date: Public Works Utilities Approved: Engineering VW3Vfv2j Site Inspected by: Special Permit Conditions: Date: Date: Date: 3 - 1 4 -2019 Date: November 2015 Use REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 3 - to - t '% Project Name: W,,,,,, ,r,.-, A'ra Serve- Project Address: 3 B 1 Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. 2M x Pr' re)f Owner/Tenant Signat e o Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Prin Na a of Gen. Contractor Signature of Gen. Contractor CGC 1522347 Gen. Contractor License # CALLED INTO: Progress Energy Rev. 02/10/15) Off &5iev- 6rck Print Name of El. Contractor ignature of EI. Con ractor ao 3a9Co El. Contractor License # o Florida Power and Light on _/ / MMED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 1- l S l Ss I hereby name and appoint: Amy Lacey, David Lacey, Amanda Smythe an agent of: Starlight Homes Florida, LLC Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): Ga' The specific permit and application for work located at: 3813 t fi h+ uervn _1 n. ar d. V-4, 3a'z73 Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: CGC1522347 Signature of License STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this 15day o nL 4Z1 200by Robert Willets who is c'personally known ` to me or o who has produced as identification and who did (did not) take an oath. N, Sgat)ne Mangel NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 RE 19lt Expires 6/2l/2021 Rev. 08.12) Print or t.We name Notary Public - State of Commission No. My Commission Expires: AddreITMlEhtNHT oPmReEsPAFRloEriDdaa, YLL: ACI'K LQCR-yv' I 11 1111111111111111111111111111111111111111 NHIS GRANT MALUYr SEMINOLE COUNTYme CLERK OF CIRCUIT COURT L COMPTROLLER 8K 9090 Ps 1569 ( 1P9s) CLERK'S Q 2018027808 NOTICE OF COMMENCEMENT RECORDED 03I13/2018 03:17:01 PM RECORDING FEES $10.00 State of Florida RECORDED BY rdtemp County of Seminole Permit Number. Parcel ID Number. , 17-20-31-502-0000- a%V+0 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 properly and street address If available) Mdham Preserve, cn 81 Pgs 93 102 1 nt a.1 + Address: 6113 t 1r N%:Z kne-' r;ve a,n i d , GENERAL DESCRIPTION OF IMPROVEMENT: f'^nein r4 Motu qF:P OWNER INFORMATION: Name: Starlight Homes Florida LLC Address: 1405 Old Alabama Road, Suite 200 Roswell, GA 30076 Fee Simple Title Holder ( It other than owner) Name: NA CONTRACTOR: Name- Starlight Homes Florida, LLC Add; 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Pomona within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: -NA Address: In addition to himself, Owner Designates NA of To receive a copy' of the Uenors Notice as Provided In Section 713.13(1)( b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording. unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CANRESULTINYOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT' MUST' BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENDTOOBTAINFINANCING, CONSULT WITH YOUR LENOER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Undo a cities of perjury, I declare that I have read the foregoing and that the facts stated In It are true to th .b s of nowledge and ballet. eta Signature owmera Pdntra Name Flalde Statute 713.13( 1)(g):The wafer must dgn ft namm ar cammerocament and no ameba maybe pemdhed to dgn In Me or her stead.' State of l.. County of Q The foregoi g Instrument w acknowledged before me this Il r .. day o r Who Is. personally known to me L by Name of personm0dne aletemant OR who has'produced Identification type of Identification produced: ' Shayne Mengel NOTARY PUBLIC STATE OF FLORIDA Commie GG113111 Natoy"m1f° Expiies 6121/2021 REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # Address: BUILDING PERMIT Min Max Inspection Description 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60. Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence U. e•.A.+•.y..'e FiLEC RICdtL ti31.r:.Y'!C.W; PERiV_IT w •L• •. Nr<n•...... r iFi ` : g• :ram'^ i?.; .:,P .::se't':,: K;,3.r_•a +1'" e r';aa:' '_ r e="`:.^ '4•: = ` ' °u:::•n_ai ? `:f < Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power TUG 30 Electric Rough 1000 Electric Final i i I I i "'.• j y i pit 'j .C.• t >' J rfi a.=i`t; ; ' IC .%.'7'1 • L; `Sr,^.t.. i': 10 ,Wkrj Inspection Description Plumbing Underground Plumbing-Tubset Sewer Fe Plumbing Final xty.Fie. ersY SEC SN I' I'I._ vron c ar..:t t;P PER_ 1VI IT@;NR_ r alx_+i A •'eS^•r t:,;. i•:.?. '-rC,•,•• W. G%;t "t L t?. 's "'r$t:lr; 3,. r :;ci j_''d`Sr:i• rt•-+ F13 i %"i i Y:3?.t Qy..::- _+;,.St%t..•rti:}:.;,'T:•:_•+i't''',AsC=.:`:t?'fs5.:r Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final i i i I i i REVISED: June 2014 FORM R405-2017 RECORD COPY FLORIDA ENERGY -'EFFICIENCY CODE FOR BUILDI.NG°;C,IONSTRUCTION Florida••016pthtf Wh'i bf ids nessiand"Professional Regulation>-+f4e*Writ4&$y"' rman"ce'Method Project Name: Lot 214 1769 TR Builder Name: Ashton Woods Street: i 3813 Night Heron Dr Permit Office: Seminole County City, State, Zip: Sanford, FL, 32773 Permit Number: Owner. 2 USANFORD77S+ltt{\t91 c\' Jurisdiction: r Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2) 1. New construction or.existing New (From Plans) 9. Wall Types(2114.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1785.00 ft' b. Frame - Wood, Adjacent R=13.0 329.00 ft' 3. Number of units, If multiple family 1 c. N/A R= ft: 4. Number of Bedrooms 3 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1769.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1769.00 ft= 6. Conditioned floor area above grade (ft') 1769 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(161.0 sgft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 353.8 a. U-factor. Dbl. U=0.34 120.00 ft' SHGC: SHGC=0.26 b. U-Factor: Dbl. U=0.58 41.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor. N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 5.436 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems a. Electric Cap: 50 gallons8. floor Types (1769.0 sgft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1769.00 fN b. Conservation features b. N/A R= ft' None c. WA R= ft' 15. Credits Pstat Glass/Floor Area: 0.091 Total Proposed Modified Loads: 53.57 PASSTotalBaselineLoads: 56.06 1 hereby certiy that the plans and specifications covered by Review of the plans and FoHE Spq, this calculation are in compliance with the Florida Energy specifications covered by this yo ; • ;_ _0, Code. r calculation Indicates compliance with the Florida Energy Code. r tt„"N...a tt.••,,tt O PREPARED BY: (411,1,/Before construction is completed a oDATE: this building will be inspected for O a compliance with Section 553.908 1 hereby certify that this building, as designed, is in compliance Florida Statutes. tit; with the Florida Ener ode. OD WE OWNER/AGEN BUILDING OFFICIAL: DATE: 1 0 DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, Is not greater than 0.030 Qn for whole house. I, t.• .•b.y ••r. .a to-1:,,. .. .., ,. .. .. , _wt..;+f w, . s lvun.a.. •.e•• 1/17/2018 4:23 PM. i EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software • , Page 1 of 4 FORM R405-2017 PROJECT Titled _ , ,seLot 214 1 Building Type: r n Owner Name: of Units: 1 Builder Name: Ashton Woods Permit Office: Seminole County Jurisdiction: Family Type: Single-family New/Existing: New (From Plans) Comment: Bedrooms: 3 e y ,60re*7 e eet.Address _ Conditioned Area: 1769 Lot 214 Total Stories: 1 Block/Subdivision: Worst Case: No PlatBook: Rotate Angle: 0 Street: 3813 Night Heron Dr Cross Ventilation: No County: Seminole Whole House Fan: No City, State, Zip: Sanford, FL. 32773 CLIMATE v Design Location TMY Site Design Temp 97.5 % 2.5 % Int Design Temp meeting Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1769 16451.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1769 16451.7 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 191.2 ft 0 1769 fl' • 0 0 1 ROOF V # Type Materials Roof Gable Roof Area Area Color Solar SA Emitt Emitt Deck Pitch Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 1978 ft' 0 ft' Medium 0.6 N 0.6 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1769 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss TypeE# 1 Under Attic (Vented) Main 30 Blown 1769 ft' 0.1 Wood I 4 1/17/2018 4:23 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS cent , f Space Cavity Width - HQeigf ,-!" e`.t She (hang FraPtacming Solar Below 1 S 2 E 3 N 4 W 5 E Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Garage Frame - Wood Main 4.1 75 3 9 4.1 18 6 9 4.1 59 5 9 4.1 38 1 9 13 35 3 9 4 702.3 ft' 0 0 0.6 4 172.7 ft' 0 0 0.6 4 554.6 ft' 0 0 0.6 4 355.4 ft' 0 0 0.6 4 329.0 ft' 0 0 0.01 0 0 0 0 0 DOORS Ornt Door Type Space Storms U-Value Width Height Ft In Ft In Area 1 2 E Wood Main E Wood Main None None 39 3 6 10 39 2 10 6 10 20.5 ft' 19.4 ft' WINDOWS Orientation shown is the entered. Proposed orientation. V # Wall Ornt ID Frame Panes NFRC U-Factor SHGC Imp Overhang Area Depth Separation Int Shade Screening 1 2 3 4 5 S 1 Vinyl Low-E Double Yes e 2 Vinyl Low-E Double Yes N 3 Vinyl Low-E Double Yes w 4 Vinyl Low-E Double Yes W 4 Vinyl Low-E Double Yes 0.34 0.26 N 0.34 0.26 N 0.58 0.25 N 0.34 0.26 N 0.34 0.26 N 15.0 ft' 1 ft 0 in 1 ft 0 in None 30.0 ft' 1 ft 0 in 1 ft 0 in None 41.0 ft' 11 It 10 in 1 ft 0 in None 45.0 ft' 1 ft 0 in 1 ft 0 in None 30.0 ft' 10 ft 0 in 1 ft0 in None None None None None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 410ft' 410ft' 64ft 9.3ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 1919.4 105.37 198.16 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 30 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Airflow SHR Block Ducts 1 Central Unit/ Split SEER: 14 30 kBtu/hr 900 cfm 0.75 1 sys#1 i 1/17/2018 4:23 PM . .. EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 E HOT WATER SYSTEM V.# , t -System Type SubType Location EF Cap. , ;,. Use iawnt Conservation 1 " Electric None Garage 0.95 50 gal bb0.9 gat f20 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart 9 Company Name System Model # Collector Model # Area Volume FEF None None ft° DUCTS Supply — Return— Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 353.8 ft Main 88.45 ft Prop. Leak Free Main cfm 53.1 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling[j Jan Feb Mar r Ma Jun JulAu Se jOct j Nov Dec Venting Jan Feb ki Mar Apr May Jun Jul Aug rlJXJrlSep r] 1 tltlN(1 Jul Aug 1 Sep l Oct txl Nov DecJun 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 57 0 0 1 - Electric Heat Pump 1 - Central Unit 1 , 1/1712018 4:23 PM EnergyGauge® USA - FlaRes2017:Section R405:4.1 Compliant Software I . . Page 4 of 4 1 FORM R405-2017, 7 t . 1 1 • •1 . t . . .1 1 5 .I , f fh ..Itv •ENERGY PERFORMANCE. -LEVEL- (EPI.) ' . •/t ESTIMATED ENERGY PERFORMANCE INDEX* = 96 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? S. Conditioned floor area (ftJ 7. Windows" Description a. U-Factor. Dbl, U=0.34 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor: N/A SHGC: d. U-Factor: NIA SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A a NIA 3813 Night Heron Dr, Sanford, FL, 32773 New (From Plans) 9. Wall Types Single-family a. Concrete Block - Int Insul. Exterior b. Frame - Wood, Adjacent 1 c. N/A 3 d. WA 10. Ceiling TypesNoa. Under Attic (Vented) 1769 b. N/A Area c. WA 120.00 It" 11. Ducts a. Sup: Attic. Ret: Main, AH: Main 41.00 ft' 12. Cooling systems ft' a. Central Unit ft' 5.436 ft. 0.257 Insulation Area R=0.0 1769.00 ft' R= ft' R= ft' 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: _ `(,( Date: ?1311 Address of New Home: L3843 `n City/FL Zip: Insulation Area ' R=4.1 1785.00 fit R=13.0 329.00 ft' R= ft' R= ft' Insulation Area R=30.0 1769.00 ft' R= ft' R= ft' R ft' 6 353.8 kBtu/hr Efficiency 30.0 SEERA4.00 kBtu/hr Efficiency 30.0 HSPF:8.20 a Cap: 50 gallons EF: 0.95 o1 Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I - 4'23-PM-^ •-- EnergyGauge&USA - FFaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 s : 2017" AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Ci• , al - . „ ' f , ' TABLE-402.4.1, At AIR BARRIER AND.lN ULATION INSPEC TIOhN.COMPONENT CRITERIA. , ,r , N v tha maw Project Name: Lot 214 1769 TR Builder Name: Ashton Woods Street: 3813 Night Heron Dr Permit Office: Seminole County City, State, Zip: Sanford. FL , 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped 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 wails shall be installed in substantial contact and continuous alignment with the air barrier. Windows. skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be Insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be In contact with the top side floors) of sheathing, or continuous Insulation installed on the underside of floor framing and extends from the bottom to the 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 1 vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac 3s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt Insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on Installation readily conforms to available space shall extend behind ninino and vArinn ShoweNtub The air barter Installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electricallphone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be s 4tnKfeis'"' I" ' sealed in•a manner that Is reeommended by thb manufacturer,): —A _• h. -^ ' . •, Caulking or other adhesive sealants shall not be used to fill voids between fire sorinkler cover Mates and walls or ceiflnus a, to aeattion, inspection or tog wars snap De to accoroance Win tffe provisions of tfrc-auu. 1/17/2018 4:23 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1, r • SAW.4 4 .. FORM R405-2017 Envelope Leakage Test Report Performance-,, FLORIDA ENERGY EFFICIENCY CODE FOR BUI'LDING'CONSTRUCTION , ; •.__._..,._:. _ Envelope Leakage Test Report Performance Method Project Name: Lot 214 1769 TR Builder Name: Ashton Woods Street: 3813 Night Heron Or Permit Office: Seminole County City, State, Zip: Sanford, FL. 32773 Permit Number. Design Location: FL. Sanford Jurisdiction: Cond. Floor Area:: 1769 sq.ft. Cond. Volume: 16452 cu ft. Envelope Leakage Test Results Regression Data: C: n: Sinale or Multi Point Test Data R: HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) • : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour In Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 Inches w.g. (50 Pascals). Testing shall be conducted by either Individuals as defined In Section 553.993(5) or (7), Florida Statutes or Individuals licensed as set forth In Section 489.105(3)(f), (g), or (I) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be dosed, but not sealed, beyond the Intended weatherstripping or other Infiltration control measures; 2. Dampers Including exhaust, Intake, makeup air, backdraft and flue dampers shall be dosed, 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 dosed and sealed, 5. Heating and cooling systems, if installed at the time of the test, shall be turned off: and S. 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 Laccordance with Section R402.4.1.2. SIGNATURE: 4 PRINTED NAME: w,:..... DATE:..yra..-ti 1/17/2018 4:23 PM Testing shall be conducted by either Individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals_ licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software I Page'1 of 1 FORM R405-2017 Duct Leakage Test Report performance Method , FLQRIDAk8NERGY EFFICIENCY COPE FORSUILD•ING-`CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 214 1769 TR Street: 3813 Night Heron Dr City, State, Zip: Sanford, FL • 32773 Design Location: FL, Sanford Builder Name: Ashton Woods Permit Office: Seminole County Permit Number: Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (On -Out) FORMR405-2017 Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 1769 House Duct Total Conditioned Floor Area) System Leakage Qn,out)• Tested On (Out) must be less than or equal to the required On (Out). I certify the tested duct leakage to outside, On, is less than or equal to the proposed duct leakage On specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1 /17/2018 ywyu•.0 v.f f-+,tn-.. , Ana; F:7:)t.._ ..P.••--A_C"`.4s:. v - !', . ' . •tea 1/17/2018 4:23 PM Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), g), or (i), Florida Statutes. BUIL•f11N.G OFFIC,,IAL: DATE: EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S, v' Page 1 of 1 r• Project Summary': Job: Ashton -Starlight Wsi;6n wrightsoft° ry Date: 4/14/2017 Entire House , ' By. Inc' Plan: 1769 S Energy Air, et •`rW` M• r •tr*rl6t"t' o-t _3.1 5401 Energy Air, Ct Orlando. R. 32810 Phone: 407-9863729 Erriail:GRenner@energyalr.comMb:vmw.energyair.com Project• • For. Lot 2141769 TR, Ashton Woods Homes 3813 Night Heron Dr, Sanford, FL 32773 Notes: Weather. Orlando ExecutiveAP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 °F Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 26 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 44 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17937 Btuh Structure 16717 Btuh Duds 1477 Btuh Duds 1971 Btuh Central vent (57 dm) 1620 Btuh Central vent (57 dm) 1105 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21034 Btuh Use manufacturers data y Ratelswing multiplier Equipment load 1.00 19794 BtuhInfiltrationsensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 0 Structure 1931 Btuh tuBtuhCenntralvent (57 c(m) 1697 Heatingg Cullingg Outside air Area (fll) 1756 1756 Equipment latent load 3819 Btuh Volume (iP) 16375 16375 Air changeslhour 0.26 0.14 Equipment Total Load (Sen+Lat) 23613 Btuh Equiv. AVF (dm) 71 38 Req. total capacity at 0.75 SHR 2.2 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make' Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NBO300000A Cond CH14NBO300000A AHRI ref 7835429 Coil FB4CNP030L AHRI ref 7835429 Efficiency 8.2 HSPF Efficiency 11.7 EER,14 SEER Heating input Sensible cooling 21450 Btuh Heating output 28600 Btuh @ 47-F Latent cooling 7150 Btuh Temperature rise 29 OF Total cooling 28600 Btuh Actual airflow 899 c1ml Actual airflow 899 dm Airflowfactor 0.046 cfmBtuh Air flow factor 0.048 cfmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point = 37 OF Backup: Input = 6 kW, Output =19028 Btuh,100 AFUE J.. .. ,r wi...,.r,•. v,.<. ,.. . Bnldlhallc „tivalues have Dean rit6rivaayove"nidden rra.va v r•.ti. I , Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wri httsofft9 , 2018-Jan-17 18:18:4a RghFSuitALIniversal 2017 17.0.28 RSU17013 Page 1OM ...t Specifidwyndham Presen etot 2141769 TR rup Calc=1418 Front odor faees: E I . Manual S Coi pli`ance Reportwrightsoft Entire; House I Energy IAir, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 4074%&3729 Email: GRenner®energyairoom Web: wo w.energyairmm For. Lot 2141769 TR, Ashton Woods Homes 3813 Night Heron Dr, Sanford, FL 32773 Design Conditions Job: . Ashtnn-Stafllghtfrisson Bate: 4114/2617 BY' Plan: 1769 S Outdoor design OB: 92.6•F Sensible gain: 19794 Btuh Entering coil DB: 76.2•F Outdoor design WB: 75.90F Latentgain: 3819 Btuh Entering coil WB: 63.5•F Indoor design DB: 75.0•F Total gain: 23613 Btuh Indoor RH: 50% Estimated airflow: 899 dm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 ckn Sensible capacity: 20104 Btuh 102% of load Latent capacity: 6015 Btuh 158% of load Total capacity: 26119 Btuh 111%ofload SHR: 77.% I Design Conditions Outdoor design DB: 44.2•F Heat loss: 21034 Btuh Entering coil DB: 68.3•F Indoor design DB: 70.0•F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 136% of load Capacity balance: 37 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF a Backup equipment type: Elecstrip Manufacturer. Model: Actual airflow: 899 cfm r Output capacity: 5.6 kW 90% of load Temp. rise: 50 OF Meets all requirements ofACCA Manual S. wrightsoft• ; RigfiFSuity49Upiversp12017,17.0.28 RSU17013 ' 201&Jan ,7 18: age l9 t ACCA .-t SpecifidW,ndham Presem'Lot 2141769 TR rup Cale = MA Front Ooor shoes: E " ' Pagel. 1 I i Duct S, S'ttetn Sunima ' J?b:;• tAsMQ^t"dighTisson wrightsoft'. t i K >, : Data' .4/1412017 Entire House t Plan: V69 S EnergycAir, Inc :Av Hlr, inc 5401 Energy Air, CC Orlando. FL 32810 Phone:407-88&3729 Erriail:GRenner@energyair.comMb:wAw.energyair.com Project• • For. Lot 2141769 TR, Ashton Woods Homes 3813 Night Heron Dr, Sanford, FL 32773 External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (fEL) Heating 0. 50 in H2O 0. 22 in H2O 0. 28 in H2O 0. 140 / 0.140 in H2O 0. 187 in/100ft 899 dm 150 Supply Branch Detail Table Cooling 0. 50 in H2O 0. 22 in H2O 0. 28 in H2O 0. 140 / 0.140 in H2O 0. 187 in/100ft 899 dm Name Design Btuh) Htg dm) Clg dm) Design FIR Diam in) H x W in) Duct Mal Actual Ln ( ft) Ftg. Egv Ln ( ft) Trunk bat h 1039 48 26 0.195 5.0 Ox 0 VIFx 23.6 120.0 st3 bed2 h 1363 63 49 0.197 5.0 Ox 0 VIFx 22.1 120.0 st3 bed3 h 3562 165 130 0.187 8.0 Ox 0 VIFx 34.5 115.0 st3 d2- A c 149 1 7 0:196 4.0 Ox 0 VIFx 23.0 120.0 st3 loyer h 1375 64 61 0.344 5.0 Ox 0 VIFx 11.5 70.0 Idt- din-faro C 2546 93 122 0.191 7.0 Ox 0 VIFx 26.9 120.0 stl Id" in-ram.A c 2546 93 122 0.195 7.0 Ox 0 VIFx 23.9 120.0 st1 IdWin- fam•B C 2546 93 122 0.351 6.0 Ox 0 VIFx 4.8 75.0 faun c 1012 20 49 0.356 4.0 Ox 0 VIFx 8.7 70.0 m bath h 959 44 32 0.195 4.0 Ox 0 VIFx 23.5 120.0 st2 m bed h 3461 160 146 0.193 7.0 Ox 0 VIFx 29.8 115.0 st2 WIC h 1169 54 31 0.195 5.0 Ox 0 VIFx 23.6 120.0 st2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type dm) dm) FR fpm) n) in) Material Trunk SO PeakAVF 186 245 0.191 554 9.0 0 x 0 VinlFlx st2 PeakAVF 259 209 0.193 586 9.0 0 x 0 VinlFlx st3 PeakAVF 277 213 1 0.187 627 9.0 0 x 0 VinlFlx Bdd* alic values have been manua0yovenfdden 201 & Jan-17 16:18:48 I - „ wrightsoW Right•Sui" Jnirersal 201717.028 RSU17013 • - • • • • ' Pagel ACCK .. J SpecifidWrmdham Preservetot 214 1769 TRnrp Celc- MA Front Door faces E ' 60 Name Grille Size (in) ' ""' am) C Clq, t rTi)~` TEL. i r(fl)" Design T_ FR Veloc fpm) Diam in) H x W in"'t tt' t p ni in) r i Dud Matl Trunk rbl Ox 0 899 899 0 0 0 0 Ox 0 VIFx 2018-Jan-17 16:18:48 Wt19htsot . •Right-Suite®Urikersal 201717.018 RSU17013 I I ! a 1 ' n . , t Page 2 ACM.-t Calc=MJ6 Front Door faces: E I o0q 4she armed" ton- Starlight Bp*wgn Lot 214,1769. T.R. 3813 Might HeronDr Sanford,'FL 32773 Level 1 Scale: 1/8" = 1'0" Energy.Air,4-m.--- Page; Righk%" UN%wsal 20175401EndrgyAii,C- t, I. 17.0.28 RSU 17013 Orlando, FL 32810,, 2016 3&0716:18:59 Phone: 407-86 729 ham Preseneld 2141769 TRiup wwwenergyaircom GRennen@energyaircom 1 1l2" VTR irr VTR Jul LAV I u I I we I I 2„ I In SFKINR. 2" wm I VVV agoKITAUTOVENT I I T t 1MWO JIc I 311 Q 213 D ` r Z TUB 2" all WC312 To C/o LAV211 PLAN 1769 PLUh9BING RISER DIAGRAM 1' r00 O z a/ r`o p a o in a 17 m s' ' 0 IDc m0 WYNDHAM PRESERVE - LOT 214. N PLOT PLAN '. 11 120MN DIMENSION NOTE: Ok to construct single family homeProposedbuildingdimensionswithsetbacksandimperviousareashownhereonareoftheexterior. shown on plan. 11b0t 4aLJk%,Ab- T-, WYNDHAM PRESERVE V LOT 214 I I I LOT 215 I LOT 184 N89043'03"E 115.00' 1 1: 1 NORTH 80UNLMW OF LOT 214 ADD - --------------- r------- I _ 0 23.7' 58.0 PROPOSED • t0• v ' 1 STORY RESIDENCE o. ,; PRbPOSEDj ° OLOT185LOT2149.3 3813 NIGHT HERON DRIVE N DRNEWAY • v r AREA = S 1769 HAWKING p y 6,900 S.F. t 1 OVER 5.3 PATIO ELEVATION - T ^ • : 4 PORCH PROPOSED CONC WALK GARAGE -RIGHT fa 9.3 13.3 25.31 w r. FFE= 26.8 ,y 130• Wv Q 1 i N ^ I H Z 23.7' 66.0 25.31 Ip 00 av I 6 y3 115.00' S89'4310X V I 1 o' LOT 186 LOT 213 I I LOT AREA CALCULATIONS LOT = 6.900 SQ.FT. LIVING AREA= 1.769 SQ.FT. GARAGE = 410 SQ.FT. E JM = 43 SQ.FT. DRIVEWAY = 532 SQ.FT. PATIO = 109 SQ.FT.' WALKWAY = 40 SQ.FT. A/C PAD = 9 SQ.FT. IMPERVIOUS- 42.2 X SOD = 3,988 SQ.Fr. OFF LOT AREA CALCULATIONS R/W = 1.500 SQ.FT. r APRON = 114 SQ.FT. SIDEWALK = 300 SQ.FT. SOD = 246 SQ.FT. TOTAL AREA AREAy = DRIVEWAY - 8.400 . 646 SQ.FT. SIDEWALK = 340 SQ.FT. SOD = 4.274 SQ.FT. BUUMING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at users sole risk. rLB-Liened l usinessEND:ADUSSD-Access/Droinage/lJblities/Slderralk 8-Backflow Preventer Sight Distance Easement S -Survey PRM-Permanent Ref. Monument R -Reported PCP -Permanent Control Point D -Description FP&L -Florida Power & Light P -Plat FIFE -Finish Floor Elevation D. Deed Book Water Meter O.R.-Official Records Book OG-Water Valve P.B. -Plat Book b =Fire Hydrant Pg.-Page AC® -Reclaimed Water Meter El. -Devotion RCD4-Reclaimed Water Volvo Cone. -Concrete Cable Box BP -Brick Paver m-Telephone Box Sw-Sidewal m-ElecW Box FFE-Finishe Floor Elevation 0-UGGty Pole Cl -Curb 1 let Guy Pole GTI-Grate op Inlet Light Pole P.U.E. -Public' Gty Easement - f--Guy Anchor RCP-Reinfo ed Cone. Pipe OU--Overhead Utilities PVC-Polyvin Chloride O -Storm Sewer Manhole NCS -No Co Set (Falls in Water) G-Sanitary Sewer Manhole SF -Square 11bet D&o -Electric Handhole O.U.E. -Drain a % Easement Coo -Clean Out FMGD-MAG' DISK A;vDG-Irrigation Control Valve P.K. -Parker Kalon Nail a -Sign SIR -Set ..1 Iron Rod L37768 W1 4-Gate Water Valve SPKD-Set-P. Disk L87788 Gas Meter FIR -Found 2' Iron Rod L87768 1-11 Grade FlP -Found 2' Iran Pipe 1.87768 a -Blow-oH Valve FPKD-Found KNail & Disk LE17768 Drainage Flow Direction FCM- Found x4* Concrete 10.0-Pr000sed Design Grade SURVEYOR' S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, wall e. and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan • for 'WYNDHAM PRESERVE% City of Sanford Seminole County. Florida. 5. This Plot Plan is subject to matters shown on the construction plans for NMOHAM PRESERVE% City of Sanford Seminole County. Florida. S. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) 0 1 7- m Z V: 3 0 o 0 N NOz3o Q o o: aIW W Q x IX 0: oCo 7- in V ' z 06 ri J 9 1t i Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE% City of Sanford, Seminole County. Florida. Front = 25' Rear = 20' Side = 7.5' PREPARED FOR ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone " r DESCRIPTION: LOT 214, according to the plat of " WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Floridar• 555 Winderley Place, Suite 109 p, NIEL Z °°, Maitland, FL 32751 Phone: ( 321) 270-0440 Fax: ( 813) 248-2266 elydmitting O>tT>E.i Licensed Business No. LB 77M GeoPoint Surveying, ' Inc. games D. Levintrr,uN; °°°°°' LS6915 Drown: JE Checked: JDL P.C.: Data FlIe:Bri»onFmt M FLORIDA PROFEMONAL SU&%V & MAPPER NO. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Dato: 01/20/18 Dwg:ehvonfost-1ot214 Order No.: ^ USED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: r e f RECORD COPY SPA ZLECTRIC Starlight Homes Seminole 1769 Hawking LOAD CALCULATION May 26, 2017 I. HVAC LOADS INEC 2011 - 220.82(Cl(A - (41) ZONE COMPRESSOR SIZE 1 3.00 TON 2 TON 3 TON 4 TON 5 TON LONE AIR HANDLER 1 7.00 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS TOTAL LOAD FOR COMPRESOR Q 100% TOTAL LOAD FOR AIR HANDLER Q 65% TOTAL HVAC DEMAND LOAD 11. GENERAL LOADS INEC 2011 - 220.82(BI(11-411 CONNECTED LOAD 5.40 KVA BLOWER MOTOR CONNECTED LOAD 0.67 7.67 KVA 13.07 KVA 5.40 KVA 4.99 KVA 10.39 KVA LIGHTING 1769 Sq Ft Q 3VA/Sq. Ft 5.31 KVA QTY VALUE TOTAL KVA 2 SMALL APPLIANCE CIRCUITS 1.50 3.00 KVA LAUNDRY CIRCUIT 1.50 1.50 KVA I DRYER CIRCUIT 5.00 5.00 KVA 0 STACK WASHER/DRYER J\\ DING 5.00 1 WATER HEATER (1) 4.50 4.50 KVA 0 WATER HEATER (2) DISHWASHER 4.50 1.20 L20 KVA1Sp0:09,D I DISPOSAL([) 0.80 0.80 KVA 0 DISPOSAL(2) OEpAR 0.80 0 RANGE/OVEN(1) 7.20 1 RANGE/OVEN (2) 12.00 12.00 KVA COOKTOP CIRCUIT 7.20 SUMMER KITCHEN/JENAIR GAS 1 2 1 1.50 1 e _ MICROWAVE CIRCUIT } 1 O 2.50 2.50 KVA 0 JACUZZI TUB CIRCUIT TT 4.80 0 40 AMP CAR CHARGER 9.60 30AMP POOL CIRCUIT 7.20 60AMP POOL CIRCUIT 14.40 0 80AMP POOL CIRCUIT 19.20 CONNECTED LOAD (GENERAL LOADS) 35.81 KVA IST 10 KVA (GENERAL LOADS)© 100% 10.00 KVA REMAINDER (GENERAL LOADS) © 40% 10.32 KVA SUB -TOTAL (GENERAL LOADS) (NEC 2011 - 220.82(B)1 20.32 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.32 KVA TOTAL DEMAND LOAD (NEC 2011 - 220.82(All 30.71 KVA MINIMUM SERVICE SIZE 127.95 AMPS RECOl1IMENDEDSERVICE SIZE .150' AMPS. . Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RECORD COPY RE: WP0214 - WP0214 MITek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Starlight Homes Project Name: WP0214 Model: 1769 Tampa, FL 33610.4115 Lot/Block: 214 Subdivision: Wyndham Preserves Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017lTP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 23 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# Truss Name I Date No. I Seal# Truss Name Date 1 1 T12986427 1 Al 1/17/18 118 1 T12986444 D1 1/17/18 _ 12 1 T129864281 A2 1 1/17/18 119 I T1 2986445 1 D2 1 1/17/18 I 13 I T12986429 I A3 1 1/17/18 120 1 T12986446 I E1 1 1/17/18 4 IT1298643OIA4 1/17/18 121 T12986447 EJ3 1/17/18 5 T12986431 A5 1/17/18 122 IT12986448JEJ5 1/17/18 6 T12986432 1 A6 1/17/18 123 IT12986449JEJ7 1/17/18 17 I T12986433 I A6B 1 1/17/18 1 1 0v1L0 i G 1 SANFORDI 1 10, I 1 # .1 A 2 7 7 1 1 18 • I T12986434 I A78 1 1/17/18 19 I T129864351131 1 1/17/18 10 T12986436 BJ1 1/17/18 I11 IT129864371 BJ3 1/17/18 112 IT129864381 BJ5 1 1/17/18 113 1 T12986439 I C1 1 1/17/18 114 I T129864401 C2 1 1/17/18 15 1 T12986441 CJ3 1/17/18 116 1 T1 2986442 1 CJ5 1/17/18 117 1 T129864431 CJ7 1 1/17/18 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. of1 tt o 9380 STATE OF . 4/Z i c` O R `O P, \. 1111111 Thomas a Albanl ?E No.39380 MRek USA. Inc. FL Cert 6634 6904 Parko East Blvd. Tampa fi. 33610 Date: January 17,2018 Albani, Thomas 1 of 1 Job Truss Truss Type City Ply T12986427 W P0214 At Common 11 1 IWPO214JobReference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MTek Industries, Inc. Wed Jan 17 13:38:02 2018 Page 1 ID:rly[AhmERah3zfiORgKYR9zPCPY-IO1 DYtkgjFS6S700wk7r5jZSBU?OJg2O8xtEczuRD2 1-0 607 12-7-1 19.0.0 25.4.15 31.11.9 3&0-0 9- O 6.0.7 6610 6.4.15 64.15 6&10 6-0.7 1.0 Sx6 = S.00 12 Seale - 1:66.3 1 14 3x8 = 3x4 = 4x6 = 3x8 = 4x6 = 3x4 = 3x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.83 BC 0.97 W S 0.93 Matrix-SH OEFL. Vert(LL) Vert(CT) Horz(CT) In (loc) Vdell L/d 0.26 12-14 >999 240 0.54 14.16 >835 180 0.13 10 rVa n/a PLATES GRIP MT20 244/190 Weight: 186lb FT=20?b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-6 oc puffins. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 13-15: 2x4 SP No.2 WEBS 1 Row at midpt 7.14, 5-14 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1453/0.8.0, 10=1453/0.8.0 Max Horz 2=-116(LC 13) Max Uplift 2=-389(LC 12), 10=-389(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-2932/2227, 3.5=•2677/2031, 5.6=-1859/1566, 6-7=-1859/1566, 7-9=-2677/2031, 9-10=-2932/2227 BOT CHORD 2-16=-1875/2641, 14-16=-1470/2173, 12-14=-1477/2173, 10-12=-1868/2641 WEBS 6-14=-771/1062, 7-14- 696/710, 7-12=-252/513, 9.12=-302/438, 5-14=-696l710, 5.16=-252/513, 3.16=-302/438 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpl=0.18: MW FRS (envelope) and C-C Comer(3) -1.0.0 to 5.0-0, Exledor(2) 5.0.0 to 19.0.0. Corner(3) 19.0.0 to 25-0-0 zone; cantilever left and right exposed ; and vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 389 lb uplift at joint 2 and 369 lb uplift at joint 10. 0 WARNING • Vadly dedyn panmaten end READ NOTES ON THIS AND INCLUDED AMEK REFERANCE PACE MA7473 mv. 1612MIS BEFORE USE Design vdtd fot use only vAm Ml oM con noclus this design Is based only upon paaneters shown. and is form Individual building component, not a truss system. Before use. the txBding designer must verity Ito appticabi ily of design paamoton and properly Incotmato this design Into the ovotdl building design. 8racing Indicated Is to prevent buckling of Individual Inks web ad/or chord members only. Additional temporary and petmanenl bracing Welk' R atwcpA required for stability and to prevent colatbse wpm possible personal palmy and property darnago. for general gtldance regarding the fabdcatim storage, doWefy, etectlon and braehng of trusses and hltA systems seeANSIRPI I Quality Cdtwk% 0311-89 and ACSI Behdbig Component 6904 Parke East Blvd. Safety Information available ham Inm Rate Inslhrie. 218 N. Lee Sheet. Stile 312. Alexandra. VA 22314. Tamps. FL 33610 Truss Truss Type Oy Ply WPO214 T129864281JobWP0214A2Hip21 Job Reference o tional Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:03 2018 Page I I D: rfytRhmERah3zf iORq KYR9zPCPY•mabbmDIJU2az49bcTRe4ex6g8Hf E9q-jdogOm2zuR DY 1.0 58.0 11.610 17-0 0 21.0 0 265.E 32.E-0 1 9.0 1 O S60 60 9 SS-6 4.0 0 66 60-9 5.6.0 1.0 5.00 rl2 5x6 = 5x6 = Scale = 1:68.8 IgI 3x8 = 3x4 = 4x6 = 3x4 = 3x4 = 4x6 = 30 = 34 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 REACTIONS. (lb/size) 2=145310-8-0, 11=1453/0.8.0 Max Horz 2=-104(LC 17) Max Uplift 2=-377(LC 12), 11=-377(LC 13) CSI. DEFL In (loc) Udell Ud PLATES GRIP TC 0. 62 Vert(L-)-0.4913-15 >915 240 MT20 244/190 BC 0. 97 Vert(CT) -0.81 13-15 >554 180 WB 0. 68 Horz(CT) 0.14 11 rVa n/a Matrix-SH Weight: 189 lb FT = 2045 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc puffin. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2982/1969, 3-5=-2791/1853, 5.6- 2011/1369, 6.7=•1806/1320, 7-8=-2011/1369, 8.10=- 2791/1853,10.11- 2982/1970 BOT CHORD 2-18=-1735/2674, 16-18=-1284/2241, 15-16= 873/1806, 13.15=-1254/2241, 11-13=- 1640/2674 WEBS 3- 18=-220/381, 5.18=-290/504, 5-16=-646/552, 6.16- 314/516, 7.15=-314/516, 8.15=- 646/552, 8.13=-291/504, 10.13=-220/382 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1Sit; Cat. II; Exp C; Encl., GCpi=0. 18; MWFRS (envelope) and C-C Comer(3) -1-0.0 to 5-0-0, Extedor(2) 5-0.0 to 39.0.0 zone: cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1. 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 377 lb uplift at Joint 2 and 377lb uplift at joint 11. Q WARNING- Vorlry datfgn perernetars and READ NOTES ON THIS AND WCLUDED WIF)C REFERANCE PAGE A&7472 tev. 1002MOS BEFORE USE Design valid rot use only vAth MrIeM connectors. IHs design Is based only upon parameters shown. and is for an IrndMdtial building component not a truss syslom. Before use. the building designer must verify llw applka tAlry of design parameters and properly Incorporate it* design Into the ovetdl building design. Bracing indicated h to prevent buckling of Individual tans web and/or chord members only. AddlOorwl temporary and pwrnanenl bracing MiTek Is aeways re%kod far statlllry and to prevent collapse elm possible personal "and property damago. rot general guidance rogard!M the fatxicatlon, storage. delivery, erection and tracing of tenses and muss sysloins, seeMSI/tPi I Quality Cdtedo, OSS-89 and SCSI Building Component 6904 Parka East Blvd. salary Intarmalon avalaaxe from truss Wale Institute. 218 N. tee Street. StAte 312. Alexandria. VA 22314. Tarrpa. FL 33610 Job Truss Truss Type Oy Ply WP0214 T12988429 W P0214 A3 Hip 2 1 Job Reference o tional Builders FirstSource, Tampa, Plant City, Florida 33566 a.13o s Sep 15 zo1 f Mi I eK Industries, Inc. Wed ,Ian 11 13:s6:04 2016 rage i I D:rlytRhmERah3zfiORgKYR9zPCPY•En9zzZmxFsigWAp 199JA8fmIh2luNessSO_JUzuRDX 1.0 171111141t 15-0.0 23.0.0 30.7.5 38.0.0 -0 0• 71 11 7.7.5 B•0.0 7.7-5 7-4.11 -0 5.00 52 Sx8 = Sx6 = Scale = 1:68.8 Ib 1.Sx8 STP = 16 4x6 = 2x4 it LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP N0.2 'Except' 5-6: 20 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. lb/size) 2=1453/0-8-0, 9=1453/0.8-0 Max Horz 2=-93(LC 13) Max Uplift 2=-363(LC 12). 9=-363(LC 13) 14 "' 13 11 1.SxB STP = 4x6 = 30 = 3x8 = 4x6 = 2x4 II 4x6 = CSI. OEFL. in (loc) Well Ud PLATES GRIP TC 0.95 Vert(LL) 0.2213-14 >999 240 MT20 244/190 BC 0.83 Vert(CT) 0.4313-14 >999 180 WB 0.27 Horz(CT) 0.15 9 n/a n/a Matrix-SH Weight: 185 lb FT = 20% BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-1-6 oc bracing. WEBS 1 Row at midpt 3-14, 5-13, 8-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2953/1875, 3.5=-2232/1435, 5-6=-1992/1402, 6-8=-2233/1435, 8-9=-2952/1875 BOT CHORD 2-16=-1620/2641, 14.16=-1620/2641, 13-14=-1005/1992, 11-13=-1528/2641, 9-11=-1528/2641 WEBS 3.16=0M14, 3-14= 718/668, 5-14=-198/502, 6-13- 190/502, 8.13=-717/669, 8-11=01313 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf: h=151t; Cat. II; Exp C; Encl., GCpi=0. 18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5-0-0 to 39-0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1. 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplilt at joint 2 and 363 lb uplift at joint 9. Q WARNING- Verify deafyn parameters and READ NOTES ON TWIS AND INCLUDED MITEK REFERANCE PAGE A07479 rev. I MMIS BEFORE USE Design vdld for use only wllh Mflok® connectors. M design b based only upon pero melers shown. and Is la an IncOvIatal hu9tlhng component, not a truss system. Before use. the bolding designer musl verify the applicability of design paiameters and propedy Incorporate this design Into the overall btidhng design. Bracing Indicated Is to bucklhng of i ndMdhtN huss web and/or chord members only. Additional temporary and pefinalent brachng WOW prevent 6always toquited la stability and to prevent collopso wllh passible personal k*sy and property damage. ra general gJdaae tegad ing Me 6904 Parke East Blvd. taLxlcall rxstorage. dlellvety, efectlon and bracing of Irtmun and tear systems seeANSUVI I Gua01y, Criteria, D5849 and SCSI Sullding component Tampa, FL 33610 Safety InformationavaltablefromtrussRateInstitute. 218 N. Lee Sheet. Sulle 312. Alexandria. VA 22314. Job Truss Truss Type Oty Ply WP0214 T12986430 W PO214 A4 Hip 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITak Industries, Inc. Wed Jan 17 11mi:;5 2o1a Page 1 I D:rf ylRhmERah3zf iORgKYR9zPC PY-izilAvmZOAghJS1?bsgYjM BzrSNidgC ?469XnauR DW 1.0 0 7.0.1 13-0.0 _ _ 1930 0 26.0.0 30.11.15 38.0.0 y9 0.0 0• 7.0-1 5-11.16 &o-0 6-0-0 s 11.1s 7•0-1 5.0•d Scale = 1:67.6 Sx6 2x4 II Sx6 = 4 5 6 4x8 = 3x4 = 3x8 = 3x8 = 3x6 = 3x4 = 4x6 = LOADING (psi) SPACING- 2-0.0 TCLL 20.0 Plate Grip DOL 1.25 TCOL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.1 Except' 11.13: 2x4 SP No.2 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1453/0-8-0, 8=1453/0.8.0 Max Horz 2=-81(LC 13) Max Uplift 2=-359(LC 8), 8=-359(LC 9) CSI. OEFL In (loc) I/dell L/d PLATES GRIP TC 0.80 Vert(L-)-0.2712.14 >999 240 MT20 244/190 BC 0.84 Vert(CT) -0.51 12-14 >884 180 W B 0.25 Horz(CT) 0.13 8 rVa n/a Matrix-SH Weight: 180 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2.7.0 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-8-2 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2891/1864, 3-4=-2635/1703, 4.5- 2407/1591, 5-6=-2407/1591, 6.7=•2635/1703, 7.8- 2891/1864 BOT CHORD 2.14=-1615/2601, 12-14=-1119/2118, 10.12=-1095/2118, 8.10=-1522/2601 WEBS 3-14=-333/466, 4-14- 325/529, 4-12=-200/529, 5.12= 364/307, 6-12=-201/529, 6-10=-326/529, 7-10=-333/466 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsl; h=15I1; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1.0.0 to 5.0.0. Extedor(2) 5-0-0 to 39.0.0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 3 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 359 lb uplift at joint 2 and 359 lb uplift at joint 6. 0 WARNINO . Varlry design pererrwtwe and READ NOTES ON THIS AND INCLUDED AI/fEK REFERANCE PAGE N11-702 rev. 1613MIS BEFORE USE Design vtlld for use only vAlh MIIek* connectors, Ms design Is based only upon parameters shown. end Is for an Indtvidrrd buldhg component. not a buss system. Befoto use. tho building designer must verity the apdica"Ity of design parameters and properly heorporato this design Into the overdl bradhg doslgn. 8rochg Indicated Is to prevent buciding of VKIW.Kxd truss web and/ot chord members only. Atltlnbnd lernporary arnd permanent txmhg MiTek' Is always reaphed lot stability and to prevent edlcpse with possible, ponorxL hk+y and property damage. for general guickme regarding tho 6904 Parka East Blvd. fabrication. Storage. delivery. eroctlo n cM brdCfrng of (ruses and truss systems. sooANSI/iPI 1 Quality Criteria. OSa-69 and I1CSI auldIng Component Tanpa. FL 33610SolelyInformationavc&"e from Inrss Plate Institute. 218 N. Lee Street. Srste 312, Alexcexfnd. VA 22314. Job Truss Truss Type Oty Ply W P0214 T12986431 WPO214 AS Hip 2 1 Job Reference o tional Builders FirsiSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:06 2018 Page 1 I D:rfytRhmE Rah3zliORgKYR9zPCPY-A9GkOEnSnUyYxcKB9aCnFZk7GUk_MBo9Jmv5NNzuRDV 1.0 5 2.3 11.0-0 19.0-0 27.0.0 32.9.13 38.0.0 0 1 S2.3 5•&13 8.0.0 8.0.0 5-9.13 5.2.3 -0- Sx8 = 5.00 12 2x4 II Sx8 = Scale a 1:67.6 a tg 1.Sx8 STP = 16 15 . r 13 " 11 10 1.5x8 STP = 3x8 = 2x4 II 3x6 3x8 = 3x4 = 2x4 11 3x8 = 3x4 = LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 20 SP No.2 'Except' 4.6: 20 SP No.1 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 3x8 = CSI. DEFL. in loc) I/defl Ud PLATES GRIP TC 0.89 Vert(LL) 0.25 13 :.999 240 MT20 244/190 BC 0.78 Vert(CT)-0.4811-13 925 180 WB 0.62 Horz(CT) 0.15 8 rVa n/a Matrix-SH Weight: 188 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4.5.9 oc bracing. REACTIONS. (lb/size) 2=1453/0-8-0, 8=1453/0-8-0 Max Horz 2=-70(LC 13) Max Uplift 2=-379(LC 8). 8=-379(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3001/1924, 3-4=-2558/1597, 4-5=-2872/1838, 5-6=-2872/1838, 6-7=-2558/1597, 7.8=-3001/1925 BOT CHORD 2-16- 1700/2691, 15.16=•1700/2691, 13.15=-1240/2314, 11-13=-1200/2314, 10-11= 1603/2691, 8.10=-1603/2691 WEBS 3-15=-420/495, 4-15= 134/391, 4-13=-393f775, 5-13=-493/424, 6-13= 393/775, 6-11 =- 1341391, 7-11=-420/496 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: VUII=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. 11; Exp C; Encl., GCpi=0. 18: MWFRS (envelope) and C-C Comer(3) -1-0.0 to 5-2-3, Extedor(2) 5.2-3 to 39-0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown: Lumber DOL=1.60 plate grip OOL=1. 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 379 lb uplift at joint 2 and 379 lb uplift at joint 8. 0 WARNING- Vartly dedpn paramafen and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PARE 111I1-7473 rev. 1"241016 BEFORE USE Design valkl lot use orgy With Mfiek® connectors. this design Is based only upon parameters shown. and Is far an kxflvkM l IxAtling component, not a truss syslom. Bolwo use, the building designer must verity the a f4ftatblry of dodW patometers and popwty, hcorpwate nib design Into the overall building design. Bracing indicated Is to prevent buckling of InUNkkKD truss web and/or chard members orgy. Additional temporary and pwmanent brae-ft M iTek' Is always required for stability and to pevent callatm with possible pwsoxl Inpay and popetly damage. For gar wal guidance regarding me fabrication. stwago. dellvery. erection ail tracing of trusses and If= systems. soeANSI/M I Quality Criteria. OSB49 and SCSI Building Component 6904 Parke East Blvd. Safely lidarmation avdkble from Ines Rate hsnMe. 218 N. toe Sheet. Suite 312. AlexarxLks. VA 22314. Taff". FL 33610 Truss Truss Type Oy Ply WP0214 T12986432IJobWP0214A6IHip11 Job Reference (optional) tsuuaers t rstbource, i ampa, viant Lary, monoa JJaaa U.IJU S sep Ib ZUI / MI IeK lnausmes, arc. vvea Jan 1 / 1J:Ja:U/ YUIa rage 1 I 6.00 F12 Sx6 = 4 3x4 = 4x6 — 3x4 = 5x8 = 5 6 7 8 0 Scale = 1:67.6 1 Ie 1* 14 IJ 3x8 — 3x8 — 4x6 = 3x4 = 4x6 = 3xe — 3x8 — LOADING (psf) SPACING- 2.0.0 CSI. DEFL in (loc) Udell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.30 14 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.62 12-14 >728 180 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.16 10 Na rVa BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 2=1453/0.8-0, 10=1453/0-e-0 Max Horz 2=58(LC 16) Max Uplift 2=-399(LC 8). 10=-399(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2925/1861, 3-4=-2710/1679, 4.5=-2497/1595, 5-7=-3397/2053, 7-8=-2497/1595, 8-9=-2710/1679,9-10= 2925/1861 BOT CHORD 2-16=-1627/2618, 14-16=-1843/3312, 12-14— 1824/3312, 10-12=-1533/2618 WEBS 3-16=-185/356, 4-16=-440/779, 5-16=-1025/616, 5-14=0/262, 7-14=0/262, 7-12=-1025/615, 8.12=-440/779, 9.12=-185/356 PLATES GRIP MT20 244/190 Weight: 177 lb FT = 20% Structural wood sheathing directly applied or 2-9.3 oc puriins. Rigid ceiling directly applied or 4-7-5 oc bracing. 1 Row at midpt 5-16. 7-12 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h=151t; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0.0, Exterior(2) 5-0-0 to 39-0-0 zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 399 lb uplift at joint 2 and 399 lb uplift at joint 10. 7) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Ved/y dedon perametm and READ NOTES ON TRIS AND INCLUDED WIFEK REFERANCE PAGE M67473 nv. 10A)MMIS BEFORE USE Design valid for rose only with Mnak®conneclots. acts design is Ix.aod only upon t"o voters shown. and Is rot an Individual Lxddhq component. not a truss system. Bofote use. tho bxAdnej designer roust verlfy tho applicatAlty of design pmamolets and properly Incotporato this design Into the overall building design. Orating W-11calod Is to prevent budding of trWNkhKA muss web and/or chord rnotnbers only. Adlaltfonal temporary and permanent lxoclng Welk' Is d6wo" rogWed for sk"Ity and to prevent collopso with posstfle personal frN+Y axl prope" damage. For general grldanco toWdM the fatxlcaflon stotaoo, dellvory, etecllon and txocng of mosses =1 IRM sYslems, seeANSI/IPI I Cuatly Critedo, DSa-a9 and SCSI 9utldlnComponent 6904 Parka East Blvd. srdety Inform ldn avdktbte from Inns Rate I nstRrte. 218 N. Lee Sheet. sure 312. AlexanMa VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply WPO214 T12986433 WP0214 ASS Hip 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 S.130 S Sep 15 2017 MITBK Industries, Inc. Wed Jan 17 13:38:00 2018 p p a iL Scale - 1:67.6 Sxe = _ sxS = s.00 12 4 35 = 34 6 37 = a 7 1.Sx8 STP= 19 1817 18 1S 1413 12 1. Sx8 STP= 3x8 - 3x4 - 1.Sx8 STP = 3x4 = 1.Sx8 STP = 3x4 - 3x8 - 3x6 = 3x6 = 6x8 = 64 = e 2 0 12.4.0 12 -5 19-a0 25 a0 2 s 11 28.40 38-0-0 aao 3 a•o a -s s s 11 6-o-0 0- 1 3 6 s 0-0-0 d 1g Plate Offsets ( x,Y)-- 2:0-4-2,0-1-81,(4:0-5-12,0-2-81,18:0-5-12,0-2-81,f1&0.4-2,0-1-81,113:a2-6,0.1-8L t8' 2.6,0-1-81 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in floc) Udell L/d PLATES GRIP TCLL 20. 0 Plate Grip DOL 1.25 TC 0.58 Vert(L-) -0.14 2-19 >999 240 MT20 244/190 TCDL 7. 0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.29 2.19 >499 180 BCLL 0. 0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.02 10 rVa n/a BCDL 10. 0 Code FBC20171TP12014 Matrix-SH Weight: 184 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.6.9 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0. lb) . Max Horz 2=•58(LC 13) Max Uplift All uplift 100 Ib or less at joint(s) except 2=-114(LC 12). 10=-191(LC 13), 17=-410(LC 9), 15=-131( LC 8) Max Grav All reactions 250 Ib or less at joint(s) except 2=347(LC 23), 10=623(LC 24), 17=1359(LC 1), 15=623( LC 24) FORCES. (lb) - Max. Comp./Max. Ten.. All forces 250 (lb) or less except when shown. TOP CHORD 4.5=•370/663, 7.8=-209/306, 8-9= 654/533, 9-10=•902l738 BOT CHORD 17-19=-145/306, 15-16=-1131375. 14.15=-113/375, 12-14= 219/582, 10-12=-509l787 WEBS 3- 19=--299/421, 4.19=-201/363, 8.12= 239/438, 9-12=-265/397, 4.17=•817/564, 5-17=- 883/634, 5.16_ 196/382, 7-16=-272/292, 7-14=-257/154, 8-14_ 553/327 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh, BCDL=3.0psf; h=15fh Cat. II; Exp C; Encl., GCp1=0. 18; MWFRS (envelope) and C-C Comer(3) -1-0.0 to 5.0-0, Extedor(2) 5-0-0 to 39-0-0 zone: cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1. 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 2, 191 Ib uplift at joint 10. 410 lb uplift at joint 17 and 131 lb uplift at joint IS. Q IVARNWC - VWW dedon parameHrs and REAO NOTES ON INS ANO INCLUOEO M/TEK REFERANCE PACE A07,179 rev. rAWMIS BEFORE USE Dodo valid for use only vAm MflekS connectors. Ms design 6 based only upon Marnoters shown. and E fa an Mlvldtxn Ix kkQ component. not a apes system. Before use, the folding dodgrow must vedty the ayllxlcalllity of design pmarnoters and properly I ncoWate this design Into the overall building design. 810chg Indicated Is to prevent budding of Individual truss web and/a Chrxd members only. Add96ornf lempotaW anal permanent btacing M iTek' Is always rood for staLwBy and to prevent cdlatze vnm Imss•lle petsorwl"and Ixoperty daoago. pa general guidance rogading me tatxcatlon, slotago. dollvery. erection and UmI ng of tames and mrit systems sueAnsymI I Quality CAledo. DSB49 and SCSI Building Component 6904 Parka East Blvd. Safety Information avalable from tam Rate InstiRrto. 218 N. Lee Street. Sale 312. Alexandra, VA 22314. Tanya. FL 33610 Job Truss Truss Type oty Ply WP0214 T12986434 W P0214 A78 Hip Girder 1 1 Job Reference (optional) tduliaer5 rustbource, f amps, clam Glty, monad 33bba a.1 Ju s Sep 15ZuI r MI I ex Inausrrres, Inc. vveo Jan 1 r is:sa:iu zuia rage t 10: rytRhmERah3zfi0RgKYR9zPCPY-3xW EEcgigiSzPEdy0PGj0Pun666gl2PIE0tIW8zuROR 1. 0 3.4.2 7.0 0 13.0.14 19 0.0 24-11.2 31-0.0 34.7.14 38.0 0 0• 3.4.2 3.7.14 6-0.14 5.11.2 5-11.2 6-0.14 3.7.14 3 4-2 O Scale - 1:67.6 Sx8 = Sx8 = 5. 00 12 3x4 = 5x6 = 3x4 = 4 19 20 5 21 22 6 23 24 7 25 26 a QIPPOPP' t 11111111111 1. 64 STP = 3x6 = a 18 27 28 17 t6 29 30 IS 31 32 14 13 33 3x4 — 1. Sx8STP= 3x8 1. Sx8STP= 3x6 = 3x6 = 6x8 = 6x8 = 11 1g 34 12 1.Sx8 STP= 3x4 = 3x6 = 7- 0-0 12.0-0 1 •0.1 19-0-0 za-6•o za•t1•z 31•a•o 35-0.0 7. 0.0 5 0 0 .0-1 5.11.2 5 8 0 0 2 8 0 14 7.0.0 Plate ousels (X,Y)-- a:as 12.0-2•8l, [s:a3-0,a3.01L[8:-5-12,a2 8)LL1a:a3-8,0-3-0), 16:a3-8,a3-0) LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) •O.05 2-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Ven(CT) •0.10 2.18 >999 180 BCLL 0.0 Rep Stress Incr NO WB OAS Horz(CT) 0.03 10 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 187 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-12 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-14. 4-16 REACTIONS. All bearings 0-8.0. Ib) - Max Horz 2=46(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 2= 243(LC 8), 10=-248(LC 9), 14=-754(LC 4), 16=-738(LC 5) Max Grav All reactions 250 lb or less at joint(s) except 2=709(LC 19), 10=709(LC 20), 14=2133(LC 20), 16= 2190(LC 19) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3— 1195/433. 3.4=-1031/362, 4-5=-141/528, 5-6=-362/156, 6-7=-362/156, 7- 8= 131/528, 8-9=-1031/375, 9- 1 0=- 1195/446 BOT CHORD 2.18=•393/1057, 16.18=-292/954, 15.16=-52SM26, 14-15=-528/242, 12-14=-267/954, 10. 12=-358/1057 WEBS 4.18— 125/690, 8-12— 125/690, 8-14=-1645/555, 4-16=-1645/567, 7-14=-1154/575, 5- 16=-1154/575. 7-15=-316/990, 5- 1 5=-316/990, 6-15— 590/367 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsr; h=15ft; Cat. 11; Exp C: Encl.. GCpi= 0.18; MWFRS (envelope): cantilever left and right exposed; end vertical left and right exposed; Lumber OOL=1.60 plate grip OOL= 1.60 3) Provide adequate drainage to prevent water ponding. 4) This taus has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsr on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at joint 2, 248 lb uplift at joint 10, 754 lb uplift at joint 14 and 738 lb uplift at joint 16. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 134 lb up at 7- 0-0, 105 lb down and 107 lb up at 9-0-12. 105 lb down and 107 lb up at 11-0-12, 105 lb down and 107 lb up at 13.0-12. 105 lb down and 107 lb up at 15.0-12, 105 lb down and 107 lb up at 17-0-12. 105 lb down and 107 lb up at 19-0.0. 105 lb down and 107 lb up at 20-11-4, 105 lb down and 107 lb up at 22-11-4, 105 lb down and 107 lb up at 24-11-4. 105 lb down and 107 lb up at 26. 11-4. and 105 lb down and 107 lb up at 28-11-4, and 124 lb down and 134 lb up at 31-0-0 on top chord, and 429 lb down and 182 lb up at 7-0-0. 81 lb down at 9-0-12, 81 lb down at 11.0-12. 81 lb down at 13-0-12, 81 lb down at 15.0-12.81 lb down at 17- 0-12, 81 lb down at 19-0-0. 81 lb down at 20.11-4, 81 lb down at 22-11-4. 81 lb down at 26.11.4, and 81 lb down at 28-11-4. and 429 lb down and 182 lb up at 30-11-4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face or the truss are noted as front (F) or back (B). AL WARNWD - Verity dealyn paranWom and READ NOTES ON TNIS AND INCLUDED AMEK REFERANCE PAQE 11110-1479 rev. fMUMIS BEFORE USE. Design valid for use only with MneM conlectois. this dew B basod only upon padmelers sinowrl. and Is lot an IrWWkAal lxddkV component. not a hues system. Boforo usG. tho IxLdhg deslgnet tnusl Wry the oprAcaUlty of design Marnolers cud popxaty hcogxxo10 O1k design into the overall 1xAd ing doslgn. BrachO trWicaled Is to povent tm6dinw of InUlvid ul Ines wob and/of chord members only. Additional lernpaary and pxmalent txachg MOW k always tocluired lot stakAlly cod to povent callat)w vAlh passUa pxsonal hltay and popwrty damage. For gwwxd guidance iegadng tho ktxicatlon. stotage. dalNery. Gtectlon and bracing of tames and Miss systems. soeANSI/IW I Quality Criteria. OSS-69 and SCSI Building Componod 6904 Parke East Blvd. Tampa. FL 3Y10 Safely Iroorma0onarcBablefromtrussPlatoInstitute. 218 N. bee Sheel. SUto 312. Alexandhlo. VA 22314. Truss Truss Type Oty Ply WP0214 T12988434IJobWP0214A78HipGirder11IJobReference (optional) Builders FlrstSource, Tampa, Plant City. Flonda 33566 B.13U 6 Sep 1 S Lew f mi I ex maustrles, Inc. Wea Jan 1 f 1:s:sa: iu Yu 1 a !'age Z ID:"RhmERah3zliORgKYR9zPCPY-3xW EEcgigiSzPEdyOPGjOPun666gl2PIE011 W SzuRDR LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1.4=-54, 4.8=-54, 8.11— 54, 2-10=-20 Concentrated Loads (lb) Vert: 4=•105(8) 8=-105(8) 18=-429(B) 12=-429(8)16=-58(8) 7=-105(8) 5=-105(13) 15=-58(B)6=-105(8) 19— 105(B) 20=-105(B)21=-105(6) 22— 105(B) 23=-105(B)24— 105(B)25=-105(B)26=-105(8)27=-58(B)28= 58(B)29= 58(B)30=-58(B)31=-58(8)32— 58(B)33=-58(B)34=-58(B) Q WARNING . yoANy dedgn pa mneters rand READ NOTES ON THIS AND INCLUDED AUTEK REFERANCE PAGE Af&?4?2 mv. it1At MIS BEFORE USE DeslAl voild for use only Win, Mlfeh®conneclom Ms design Is based only upon pararnefets sffavn. and Is got an Indlvldual txldhne component. nol a huss sWlem. Delete use. the txllr8n0 dodgnw must verity the al)plicabllly of design parameters and Ixopmry k cogwrate IMs design Into the ovetall btldinng design. Bracing indicated It to ixovent buckling of h dh4du l huts Web and/ot chord memtxn only. Additional temporary and per rKir ont txachl0 M iTek' Is always togWod fet stability and to Ixovent collapse With poss@xo lxatsotxl k*fy and Ixoperry damage. for (general Oul lance regarding the fabrication, storage, cMtvM. etection and bracing of trusses and tufts systems, seeANSI/iPl I Quality Criteria, 03B-B9 and SCSI Building Component 6904 Parke East Blvd. solely Irdomallon available from inns Plato hsshhde. 218 N. Lee Street. Srlte 312, Alezancfikt. VA 22314. Tompa. FL 33610 Job Truss Truss Type Oty ply WP0214 T12986435 WP0214 I81 Roof Special Girder 1 2 Job Reference o tional Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 0:38:12 2018 Page 1 ID: AytRhmERah3zriORgKYR9zPCPY•?Je?elsyMKihfXnLVgIBVq_9MvoYmwV 1 hhMPbt zuRDP 1. 0 11. f 0 17-11.9 24.4.15 31.0.0 38.0.0 9.0- 1 0 7.1.8 2.2-8 2.4.0 6.3 9 6.6.6 6.7.1 7-0-0 Scale - 1:70.1 5x6 = Sx6 = 3x4 = 5. 00 12 2x4 IN 4 5 2x4 II 3x6 = Sx8Ili fN OI 1. Sx8 STP = 17 16 IS 24 25 26 14 1327 28 29 12 1.Sx8 STP = 3x8 = 3x8 = 4x6 = 3x8 = 3x6 = 20 11 3x4 = 3x6 = LOADING ( psi) SPACING- 2-0.0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL ? 0.0 Plate Grip DOL 1.25 TC 0.85 Vert(L-) 0.38 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Ven(CT) 0.71 14-15 >629 ISO BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(CT) 0.15 10 We n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 353lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 7- 9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing, Except: BOT CHORD 2x4 SP No.2'Except' 8.11.11 oc bracing: 14.15. 13. 16: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1910/0-8-0, 10=2510/0-8-0 Max Horz 2=60(LC 8) Max Uplift 2=-521(LC 5), 10- 852(LC 9) FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3= 4016/1178, 3.4=•3819/1168, 4.5=-3792/1155, 5-6=-7155/2339, 6-8=-7155/2339, 8- 9=-7301/2463, 9-10_ 5548/1866 BOT CHORD 2-17=-998/3612, 15-17=-1587/5417, 14-15=-2340/7301, 12.14=-1633/5039, 10. 12=-1628/5007 WEBS 4-17=-854/2820,5.17=-3124/1075,9.12=-105/712,9.14_ 804/2479,5.15=-695/2025, 8- 14=-686/420, 6-15=-523/308, 8-15- 467/553 NOTES- 1) 2-ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 20 - 1 row at 0.9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0.9.0 oc. Webs connected as follows: 2x4. 1 row at 0.9.0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi= 0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL= 1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 521 lb uplift at joint 2 and 852 lb uplift at joint 10. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 145 lb down and 107 lb up at 18- 11-4, 145 lb down and 107 lb up at 20-11-4, 145 lb down and 107 lb up at 22.11.4. 145 lb down and 107 lb up at 24-114. 145 lb down and 107 lb up at 26.11.4, and 145 lb down and 107 lb up at 28.11-4. and 166 lb down and 134 lb up at 31-0-0 on top chord, and 81 lb down at 18-114, 81 lb down at 20-11-4. 81 lb down at 22-11-4, 81 lb down at 24-11-4. 81 lb down at 26-11.4. and 81 lb down at 28.11-4, and 429 lb down and 182 lb up at 30.114 on bottom chord. The deslgrVselection of such connection i il" 0 WARNING- Vedry deefgn Peroenetwe and READ NOTES ON THIS AND INCLUDED MflEK REFERANCE PAOE M0.7473 rev. IM02015 BEFORE USE DesIgn vdkf for use only with Mliek® Connectors. ills design R based oNy upon Marnolors shown. and Is for an hdlNdal bxAdhg Component, not a truss system. Before Lite. the building designer roust verify the appdk:abll fy of design potamolets and properly Incorporate this design Into the ovec/I budding design. Bracing Indicated is to prevent b ucldhg of hldlvkltxl truss web and/or chord members only. AckOBonci temporary and permanent bracing MiTe k' Is always regaled for stablilty rind to prevent cdbgxse with possflNo persorkcd"ord properly domago. For general guidance regarding 00 k1xicatlon, storage, dotNery. erection and bracing gof busses and Ism systems soeANSI/IPI I QuaO fy Criteria. OSB49 and SCSI Budding Component Safety trJormotlon ovdk"e from lnrss Wake Institute. 218 N. Lee Street, Stile 312. Alexandria. VA 22314. 6904 Petite East Blvd. Terrga. FL 33610 Job Truss Truss Type Qty Ply T12988435 WP0214 at Roof Special Girder 1 2 IWPO214JobReference (optional) Builders FirstSource, Tampa, Plant city, 1-lor10a 33bbb 0. 1 as s aep i o cv 1 r mi i CR uwu—wa, aw. -wu ua.. 1 . a.w. c cv a ratio c I0:rtytRhmERah3zfiQRgKYR9zPCPY-9Je9elsyMKihfXnLVglBVq 9MvoYmwVIhhMPbIzuRDP LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4.5=-54, 5-9=-54, 9-11=-54, 2-10=-20 Concentrated Loads (lb) Vert: 9_ 105(F) 12=-429(F) 18=-105(F) 19=-105(F) 20=-105(F) 21=-105(F) 22=-105(F) 23=-105(F) 24=-58(F) 25=-58(F) 26=-58(F) 27=-58(F) 28=-58(F) 29=-58(F) Q WARNING - Ved1y design peranatem and READ NOTES ON THIS AND INCLUDED AUrEK REFERANCE PAGE N11.74" rev. IMXM16 BEFORE USE Design valid rot use orgy wllh Mllek® connectors. This design Is based only upon paanelers shown. and Is for an IrWlNdal lXddhg compO ont, nor a Truss sysiorn. Before uw. The building designer roust verity The apptkab lity of design pa amolers and property Incorporate 0* design Into The overall building design. Brochg indicated Is to rxevont buckWKI of Indvldu l fats web ad/a chord members only. Atldlbncl fem Wary and permarxxnt txacirng M iTek' Is atwoys te"od tot stability and to ptovent collgbae with possible persond t*sy and dxoperty damage. Foe general guidance regarding the fabrication storage. delivery, erection and txactng of trusses and lauss systems. SeoANSI/IPI I Quality Criteria, OSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from muss Rate Irttbkrie. 218 N. Lee street. 4lte 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type City Ply WP0214 T12986436 W PO214 ail Jack -Open 12 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33666 B.130 S Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:13 2018 Page 1 ID:rtytRhmERah3ziiORgKYR9zPCPY-TW BNseta7dgYGhMX3YgQ22W UOJIeW8BwL5y7TzuRDO 1.0.0 1-0.0 1-0.0 1.0.0 2x4 = 1.Sx8 STP = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 2 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 2 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 tVa n/a BCDL 10.0 Code FBC2017frP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3-8/Mechanical, 2=125/0-8.0, 4=9/Mechanical Max Horz 2=30(LC 8) Max Uplift 3=-8(LC 1), 2=-69(LC 8) Max Grav 3=15(LC 8). 2=125(LC 1), 4=18(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale - 1:6.S PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h=151h Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 4) Refer to glyder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 3 and 69 lb uplift at joint 2. Q WARNING- Veft dad0n pommefwa and READ NOTES ON THIS AND INCLUDED AUTEK REFERANCE PAGE A07472 mv. 1603MIS BEFORE USE. Oaslgn valid for tae only with MIIek®conneclors. this design 6 based only t4x3n Ixsameters shown. and Is tot an AxI1vltAralfinding component. not a truss system. Bolote tore. tie building designer must verity the atVilcocAlty, of design pniamelers and popedy incogwtale this design Into the overall bolding design. Bracing Indicated is to prevent buckling of ka0vkltxA kuss web and/or chord members only. Addillorel temporary and permanent bracing M iTek' R always toot lred fob stability and to Ieveni co9gxe with possible personal ktlnay and txop:rry damage. For general gAdonco regarding tho fc" Icallom storage. deltvory. erection and bracing of trusses and htns systems seeANS1/VI I Quality Criteria. DS" and SCSI Building component 6904 Parka East Blvd. Safety Infommilon available from truss Rate Institute. 218 N. Lee Skeet. Sulle 312. Alexandria. VA 22314. Tampa FL 33610 Job Truss Truss Type Oty Ply WPO214 T12986437 W PO214 I 8.13 Jack -Open 10 1 Job Reference o Gortal Builders FIrstsource, Tampa, Plant city, Flonaa 33566 a.13u s bep 10;euI / MI I ea mausmes, Inc. wea Jan t i 1J:sa:ts [ides rage t ID:rfytRhmERah3zfiQRgKYR9zPCPY-T W BNseta7dgYGhMX3YgO22W TulHbW8BwL5y7TzuRDO 1-0.0 3.0.0 1 OO 3.0-0 Scale a 1:10.8 3x4 = 1.Sx8 STP = 3.0.0 3-0.0 Plate Offsets (X.Y)-- 12:0-0.2.0-0.01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 2.4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2.4 >999 ISO BCLL 0.0 Rep Stressincr YES WB 0.00 Horz(CT) -0.00 3 rVa n/a BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.0.0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 3=52/Mechanical, 2=187/0.8.0, 4=26/Mechanical Max Horz 2=59(LC 12) Max Uplift 3= 42(LC 12). 2=-72(LC 8) Max Grav 3=52(LC 1), 2=187(LC 1).4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=151t; Cat. II; Exp C; Encl., GCpI=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint 3 and 72 lb uplift at Joint 2. 0 WARNINO . Vedry dedpn Panmeten and READ NOTES ON THIS AND INCLUDED AMEK REFERANCE PAGE Afh7473 my 1=302006 BEFORE USE Design VOW lot use only vAlh MIIekf9 connectom its design k lased only upon parameters sfown. and Is lot an Individual building component. rot a htat system. Beloto use. Ito txldno designet must vodly, the apdicabllN rmofdesignpaeters aril pxop ody l ncogoroto thk design Into the o=d,, building design. erocing Indicated is to prevent buckling of Individual truss web and/or chord memo m only. Additional lempotary and pemna ent btaci ng MOW a always toquired lot slatAty, and to pevent collapse with prnmNe personal tnMay and pxopeM darnago. foe gerotat guidance regarding 00 kfrlcatl xx Llorage. detNety. erection and bracing of misses and in= systems. soeANSt/tPl I Quality CAteta. OSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information avollable from 1nm Rate truSROe. 218 N. Leo %treat. Su lto 312. Alexa diva. VA 22314. Tanya. FL 33610 Truss Truss Type Oty Ply WP0214 T12986438IJobWP0214BJSJack -Open 8 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 S.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:14 2018 Page 1 ID:rlylRhmERah3zfiORgKYR9zPCPY-xill3 tCuxzPurxkdFLIaF3ZOjaxEyOK9?rWlvzuRDN 1.0 0 6.0.0 1.0.0 5.0.0 Scale = 1:15.8 3x8 = 1.Sx8 STP= 540 Plate Offsets (x,Y)— 12:0-8-0,0-0-101 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 3 rVa n/a BCDL 10.0 Code FBC2017/1'PI2014 Malrix-P Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.0.0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0.8-0, 4=46/Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-81(LC 12), 2=-75(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BC0L=3.0psf; h=1511; Cat. 11; Exp C; Encl., GCpl=0.18: MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 3 and 75 lb uplift at joint 2. Q WARNING . Veft dedpn peromden and READ NOTES ON THIS AND INCLUDED NREK REFERANCE PAGE Na7472 rev. 90411340IS BEFORE USE Design wild lot use only with MIial0 connectors. IMs design Is based only upon parameters Awwn. and is for a1 hdhAd ial IxAdhg comlxaanL not a huss systom. Sofao use. the txtilding do*pv-r roust verify the ar4AIcabllty, of design lxxanefers and ptolxxty bncorlxxale IMs design Into the ovatall building design. Bracing indicated Is to prevent bucklingg of trldlvidul truss web anal/or Gard memberss only. Additional lempotary and pannanonl bxacing MiTek Is always rood lot siabtllty, and to Ixovenf co6chse with possfblo porsorxl "Ay and ptol)any damage• fa general gtldance regarding 0a IaLxtcatlon, slotage, delivery. axectlon and txactrg of tomes and htm systemt soeANSI/TPl1 Quality Criteria. OSS-69 and SCSI Building Component 6904 Paft East Bind. Safety Informa8on available from tom Nate trfsBRdo. 218 N. Lee Street. St/be 312. Alexandria. VA 22114. Tango, FL 33610 Truss Truss Type Oty Ply WP0214 Tt2986439IJobWP0214ClHip11 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:15 2018 Page 1 3x4 = 3x6 II 3x4 = In AIM= 1.SxSSTP= 3x8 = 3 3x8 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber OOL 1.25 Rep Stress Incr YES Code FBC2017/fP12014 Scale - 1:33.3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.53 Vert(LL) -0.17 2-10 >898 240 MT20 244/190 BC 0.71 Vert(CT) -0.36 2-10 >417 180 WB 0.16 Horz(CT) 0.03 8 rVa n/a Matrix-SH Weight: 76 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlfns. BOT CHORD Rigid ceiling directly applied or 6-4-13 oc bracing. REACTIONS. (lb/size) 8=576/0-8.0, 2=703/0.8-0, 9=126/0.8.0 Max Horz 2=60(LC 16) Max Uplift 8=-162(LC 13). 2=-198(LC 12), 9=-7(LC 13) Max Grav 8=575(LC 1), 2=703(LC 1). 9=159(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1067/826, 3-4_ 820/646, 4-5=-721/610, 5.6=-721/610, 6-7=-817/653, 7.8=-1060/881 BOT CHORD 2.10=-700/938, 9-10=-678/913, 8.9=-678/913 WEBS 3.10=-278/395, 5-10=-358/416, 7-10=-252/455 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph: TCDL=4.2pst. BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0.0 to 5-0-0, Exterior(2) 5-0-0 to 18.4-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurreni with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 lb uplift at joint 8, 198lb uplift at joint 2 and 7 lb uplift at joint 9. Q wARNWa - vorfy dedan parematers and READ NOTES ON 1`10 AND /NCLUDE0111117K REFERANCE PAGE MN-7473 rev. IM2,201119EfORE USE Design vaildl for Use only with MROkS conneCkXL Ihb design Is based Orly Upon paa olers Shown. and Is for an Ml%ft" IxAdfing component. not a truss system. Before use. the buildI ng designer must verity Me arolca lity of design r"ainaters and Ixoperly hncogxxate ihk design Into the over,, IxAtltrsg design, FWOCN Indicated Is to buckling of Individual truss web and/or chord members orly. Additional temporary and permanent rxachsg MOWprevent Is always reciu kod for stability and to Ixevenl coflafm with txxdSle persona/ I nllay and property damage. ra genera guidance tegardfhng the 6904 Parka East Blvd. fa ricaliom starago. delivery, atectlon and bracing of tames and tnm systoms seeANSI/fPI I Quality Criteria. DS"9 and SCSI Building Component Tampa. FL 33610SafetyINonnallonavadlblefrominnsRateInstitute. 218 N. lee Sheet, hdte 312. Alexandria. VA 22314. Truss Truss Type Oy Ply WPO214 T 12988440IJobWP0214C2Hip11IJo - Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:15 2018 Page 1 ID:rlytRhmERah3zfiORgKYR9zPCPY•PuJ7HJugfFSGW?W wAysu7Tcjl7rhzKeUNfe3BMzuRDM 1.0-0 6.4.0 12.4-0 18.8-0 1.0.0 6-4-0 6.0.0 6-4-0 Still = 44 = Scale = 1:33.5 b 3x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2.0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 2x4 If REACTIONS. (Ib/size) 5=337/0-8-0, 2=603/0-8-0, 6=464/0.8.0 Max Horz 2=49(LC 16) Max Uplift 5=-87(LC 13). 2— 173(LC 8), 6=-99(LC 9) 1.SxB STP = 3x4 = P= 3x6 = CST. DEFL In loc) I/defl Ud PLATES GRIP TC 0.58 Vert(LL) 0.06 2-9 >999 240 MT20 244/190 BC 0.61 Vert(CT) -0.09 7.9 >999 180 W B 0.32 Horz(CT) 0.02 5 rVa n/a Matrix-SH Weight: 75 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc puffins. BOT CHORD Rigid ceiling directly applied or 7-10-7 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-885/581, 3.4=-398/390, 4.5=-512/322 BOT CHORD 2.9=-460/748, 7.9— 461/758, 6.7=•180/406, 5.6=-180/406 WEBS 3-9=-19/282, 3-7— 426/319, 4-7=-159/264 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh, BCDL=3.0psf: h=15ft; Cat. II; Exp C; Encl., GCpI=0.18; MWFRS (envelope) and C-C Comer(3) •1.0.0 to 5.0.0. Extedor(2) 5-0-0 to 18-4-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 5, 173 lb uplift at joint 2 and 99 lb uplift at joint 6. 0 WARNWD . Verity dedpn penmstne and READ NOTES ON THIS AND INCLUDED UREK REFERANCE PADS A07U] nv. IOWMIS BEFORE USE MAP valld for use only with Mrlek® connectors. 46 design Is based only upon txaameters shown. and Is la an Individual buldlrg component. not a Truss system. Genera use. l e tAldhg doslgnat must vedry the of4AIcabillty of da51(y1 rxxomolem and rxoronly Incorpaato Ihts design Into Ina ovetall tbadg deslpn. Bracing Indicated Is to pxevent bucWhg of Individual truss web and/or chord rnembons only. Addlllonal lempotay and potnnanenl bxaGng M iTek' Is atways cooked lot stability and to txovent cotlalzo with possible personal *ay and pxoperN damage. For genefai guidance regad W the fabncalkxt. slaapo. delivery. oractlon and txacfrg of trusses and trtn systems. soeANSI/rPI I Quality dltedo. OSS-89 am 8CSI Building Component 6904 Podia East Blvd. Safety Information available from Inn Rate frx6tute. 218 N. Lee Street. Stlto 312. Alexandra. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply W P0214 T12986441 W PO214 CJ3 Diagonal Hip Girder 1 1 1 Job Reference o Gonal Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:16 2018 Page 1 ID:rfytRhmERah3zfiORgKYR9zPCPY-u4tW UIvSOYD78946kgN7fg8z4WJvistdcJKdkozuRDL 1.5.0 3.2.14 1.5.0 3.2.14 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 TCDL 7.0 Lumber DOL 1.25 BC 0.10 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC2017/rP12014 Matrix-P LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=31/Mechanical, 2=201/0.10.15, 4=28/Mechanical Max Horz 2=58(LC 4) Max Uplift 3=-17(LC 19), 2=-94(LC 4) Max Grav 3=45(LC 32). 2=201(LC 1), 4=57(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale - 1:9.2 DEFL. In (loc) I/dell L/d PLATES GRIP Ven(LL) -0.00 2-4 >999 240 MT20 244/190 Vert(CT) -0.01 2-4 >999 180 Horz(CT) -0.00 3 r/a rVa Weight: 12 lb FT = 20°u BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/rPI 1. 3) Gable studs spaced at 2.0.0 oc. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0-0 wide Will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 3 and 94 lb uplift at Joint 2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 85 lb up at 1.4.15, and 68 lb down and 85lb up at 1-4-15 on top chord, and 1 lb down at 1-4-15, and 1 lb down at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Van: 1-3=-54, 2-4=-20 Concentrated Loads (Ib) Vert: 5=44(F=22, B=22) 0 WARNING - Vadry design paramaen and READ NOTES ON THIS AND NCLUDED Nr/EK REFERANCE PAGE MO.74TJ rev. 9&02MIS BEFORE USE Design volkd lot use only vAlh tAllekib connectors. this design is based only upon parameters shown. and Is for an Individual lwkding component. not a truss system. Before use. the bidding designer must verity Ilia applicability of design parameters and praborly, frncor otato Ih6 design Into Ilia overall building design. Bracing Indicated Is to prevent buciding of individual teas web aid/or chord members only. Addllor" temporary and r"mantmt bracing MiTek Is atways regaled lot stability and to prevent collapse Win possible personal Iryray and property damage. for general guidance regadmg the fabrication. storage. ddN ry, orechion and bracing of fames and mrs systerns seeANSI/IPI I Quality Cdlerla, 0311-119 and SCSI aulidlng Component 6904 Parka Easi Blvd. Safety Information avalabhe from tries Plate Institute. 218 N. Lee Sheet. Site 312. Alexandria. VA 22314. Tampa. FL 33610 Truss Truss Type Oty Ply WPO214 T12986442IJobWP0214CJSDiagonalHipGirder21 Job Reference (optional) Builders Frrstsource, 1 ampa, Plant city, Florida 33566 If. 13u s Sep 15 2u 1 / MI I eK Inousines, Inc. Brea Jan 1 / 13:36:1 i Leo I6 rage 1 ID:rtytRhmERah3zfiORgKYR9zPCPY-MHRui?w58sL IIIJINuMCuhlzIwYaRJ7mrz3AGEzuRDK 1.5 0 3.9.9 7.0.2 1.5 03.9.9 3.2.8 Scale = 1:16.2 g 3x8 = LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. In loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.10 2.4 756 240 TCDL 7.0 Lumber DOL 1.25 8C 0.52 Vert(CT) 0.18 2-4 440 ISO BCLL 0.0 Rep Stress Incr NO WS 0.00 Horz(CT) 0.00 3 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. ( lb/size) 3=158/Mechanical, 2=352/0-10-15, 4=75/Mechanical Max Horz 2=100(LC 8) Max Uplift 3=-91(LC 12), 2=-159(LC 8) Max Grav 3=158(LC 1), 2=352(LC 1), 4=120(LC 3) FORCES. ( lb) - Max. Comp./Max. Ten.. All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h=15fh Cat. II; Exp C: Encl., GCpi= 0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 3 and 159 lb uplift at joint 2. AL WARNING- Vorlly deafen paramatwe and READ N07ES ON DO ANO INCLUDED MINK REFERANCE PAGE Ara7473 rev. I003MIS BEFORE USE Design valkl br use only vAm MIloK® connectors. this design Is basod only upon pdaanoters showm and Is for an hd9vldual txAdtrq component. not a truss system. Before use. the lxOalng designer must vodty the aWicabllty of design pxxarelers and pxorxirly Incorporate this design Into tle ovarall building design. Bracing trx9caled Is to prevent bucWing of kKfk*A" miss web and/or chard members only. A.ddKon al lernporay and permanent bar-Irg MOW Isalwaysrequiredforstabilityandtopreventcollgrewithpossibleporsonal"and rxopwM danage. for general guidance regarding tho fatxlcallon. storage, dollvory, etecllon and bracing of mores and truss systems sooANSI/lPl1 Quality CAtena. 0111149 and SCSI BuIlding Component 6904 Parke East Blvd. Safety Intonmallon avalkmle from Inns Plato Institute. 218 N. tee Street. Suite 312. Alexandra. VA 22314. Tamps. FL 33610 Truss Truss Type Oy Ply WP0214 T12986443IJobWPO214CJ7DiagonalHipGirder31 Job Reference o Gonal Builders FirstSource, Tampa, Plant City. Florida 33556 a.l3u s bep 15 ZUl r Mt I ex alau5ates. Inc. wad dan i i i j:j0: i o zu i s raga I I0:"RhmERah3zfiORgKYR9zPCPY-gT9GvLxiyATrNSEVs5Pbl5EHPKw t Akhw4dpjogzuRDJ 1.5 0 7.0-a 9-10.1 1.5 0 7.0.9 2.9.9 2x4 = 2x4 = 7.0•S 9.10.1 7.0.8 2.9.9 2x4 \ Scale - 121.2 11 b f Plate Offsets (X Y)- 2:Edge.0.0.6) LOADING (psf) SPACING- 2.0.0 CSI. DEFL. In loc) Udell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.05 2.7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.44 Vert(CT) 0.11 2-7 999 180 BCLL 0.0 Rep Stresslncr NO WB 0.17 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matdx-SH Weight: 39 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=14/Mechanical, 2=445/0-10-15, 5=400/Mechanical Max Harz 2=131(LC 22) Max Uplift 4=-35(LC 22), 2=-145(LC 4). 5- 154(LC 8) Max Grav 4=29(LC 18), 2=445(LC 1). 5=400(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-593/161 BOT CHORD 2.7_ 206/527, 6.7=-206/527 WEBS 3-6=-696/272, 3-7=0/359 BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsl; h=15ft; Cat. II; Exp C: Encl., GCpi--0.18; MW FRS (envelope): cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 4, 145 lb uplift at joint 2 and 154 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 85lb up at 1.4.15. 68 lb down and 85lb up at 1-4-15, 25 lb down and 38 lb up at 4-2-15. 25 lb down and 38 lb up at 4-2-15. and 50 lb down and 87 lb up at 7-0.14. and 50lb down and 87 lb up at 7-0-14 on top chord, and 1 lb down at 1-4-15. 1 lb down at 1-4-15, 18 lb down at 4.2.15, 18 lb down at 4-2-15, and 38 lb down at 7.0-14, and 38 lb down at 7.0.14 on bottom chord. The deslgn/selectlon of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 2-5- 20 Concentrated Loads (lb) Vert: 3=-75(F=-38, 8=-38) 7=-36(F=-18. B=-IS) 8=44(F=22, 8=22) Q WARNINO. Verlry dedyn panunetem and READ NOTES ON TM AND INCLUDED WI EK REFERANCE PACE N0.703 rev. 11116202015 BEFORE USE Design valid lot use only calm MtlokD eonnoctots. Ms dodo b lased only upon parameters shown, and 6lor an trWlvldtlal building commporont. no a truss syslom. Before use. the Balng closlgnw must vodty Ito c"Alcabltty of doslgn paranelem and Ixoporly ncogxxalo U%design Into the o=dltx bLdc&V design. Bracing frWlcated Is to bucldfrng of IndNkAK9 tams web and/or chord members only. Additional temporary and permanent bracing Welk' pmovenl Is always tagtlrod for stability and to Ixovonl conarm With possible personal tN+y a *d rxopoM danago. for general guldalco regadi ng the Iaak:allarx storage, do(". otectkxn and bmacing of Inures and tam systems. weANSUIPI I Cuallty Criteria. OSS-69 aW SCSI Butlding ComPanent 6904 Parke East Blvd. Safety lydorma8an available from tam Plato tmllrtne. 218 N. lee Street. Sipe 312. Alexandria. VA 22114. Tampa. FL 33610 Truss Truss Type Oty Ply WPO214 Tt2986444IJobWP021401RoofSpecial1t Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:19 2018 Page 1 ID:rfylRhmERah3zfiORgKYR9zPCPY•IfZe6hxLjTbh?cphPowgHJmOykF3v9V31 HYHL7zuRDl 1 •aril 6.8.0 9-aril 13.0.0 14.4.0 18-8.0 1710.0 6-8-0 2•a•0 4•0-0 1.4.0 4.4.0 06 = LOADING (psf) TCLL 20.0 TCOL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber OOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 4x6 = 3x4 = 1.Sx6 STP = 2x4 11 3X4 = Scale - 1.34.1 P= 3x4 = CSI. DEFL in loc) Udell L/d PLATES GRIP TC 0.70 Vert(LL) 0.09 2-11 >999 240 MT20 244/190 BC 0.46 Ven(CT) -0.10 2-11 >999 ISO WB 0.26 Horz(CT) 0.01 7 We n/a Matrix-SH Weight: 78 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-3 oc pudins. BOT CHORD Rigid ceiling directly applied or 6.0.0 oc bracing. REACTIONS. (lb/size) 7=164/0.8.0, 2=530/a8.0, WiO/0.8.0 Max Horz 2=51(LC 12) Max Uplift 7=-68(LC 13), 2=-152(LC 12). 9=-176(LC 13) MaxGrav 7=176(LC 24), 2=530(LC 1).9=710(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-672/597, 3.4=-604/636 BOT CHORD 2.11=407/550, 9.11=-527/617 WEBS 3.11=-111/265. 5.9=-269/231, 4.9=-654/527 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5.0-0 to 6-8.0, Corner(3) 6-8-0 to 18-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68lb uplift at joint 7, 152 lb uplift at joint 2 and 176 lb uplift at joint 9. Q WARNWG - Verily dedln pardnWere and READ NOTES ON TIN AND INCLUDED (W/EK REFERANCE PAGE NO.74?3 rev. I&MMIS BEFORE USE Design valid (or use only with Mliek® connectors. this design Is lased only upon palannetens shown, and Is la an Individual building component, not a truss system. Beloto use. Ina brlalng designer must verity tie c"Alco"Ity of design posamelers and Ppoporiy, Incorporate this design Into the overall building doslgn. Bracing Indicated Is to prevent budding of Individual buss web and/or chord membets only. Addtlonal temporary and permanent bracing M iTek' Is always required (or stability and to prevent collolzo elm possible Paso>d tn}ay amid gopeny, damage. rot general guidance regarding One fabrication. storago. delivery. erection and tvacIng of trusses and tans systems. seeAmsyr; I I Quality CritefW. OSa•a9 and aCSI Ouading Component 6904 Parke East Blvd. safety, Information ovcla le from Inns Plate Instirtne. 218 N. Lee Sleet. Sutle 312. Alexandria. VA 22314. Tanya, FL 33610 Job Truss Truss Type Oty Ply WP0214 T12986445 WP0214 D2 Roof Special Girder t 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:20 2018 3x4 LOADING (pat) TCLL 20.0 TCOL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP N0.3 6.8.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 4x6 = 4x6 = 2x4 11 1.5x8 STP = 4x6 = 3x4 Scale = 1:34.2 CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.55 Vert(L-)-0.1010-12 >999 240 MT20 244/190 BC 0.98 Vert(CT)-0.1710-12 >889 180 WS 0.41 Horz(CT) 0.02 6 Na n/a Matrix-SH Weight: 80 lb FT = 20^e BRACING - TOP CHORD Structural wood sheathing directly applied or 5.3.6 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 2=590/0.8.0, 6=372/0.8-0, 9=490/0-8.0 Max Horz 2=44(LC 8) Max Uplift 2=-163(LC 8), 6=-127(LC 5). 9=-117(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3- 841/207, 3-4=-803/202, 4-5=-321/112, 5.6- 370/107 BOT CHORD 2-12=-131l704, 10-12=-303/1088, 9.10=-285/1044, 8-9=-285/1044, 6.8=-70/330 WEBS 3-12=-44/349, 4-12=-449/214, 4.10=-308/125, 4-8=-796/325 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opst; h=15ft; Cat. II; Exp C; Encl., GCpI=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 163 lb uplift at joint 2,127 lb uplift at joint 6 and 117lb uplift at joint 9. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 20 lb down and 23 lb up at 13-7-4, and 20 lb down and 23 lb up at 15-7.4, and 86 Ito down and 93 lb up at 16-4-0 on top chord, and 13 lb down at 13-7-4, and 13 lb down at 15-7.4, and 20 lb down at 16-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3.4=-54, 4-5=-54, 5-7=-54, 2-6=-20 Concentrated Loads (Ib) Vert: 5=24(F) 8=-O(F) Q WARNING - VWy dadfin paromaMme end READ NOTES ON THIS AND /NCLUDED AMEX REFERANCE PACE A07473 tev. M12,2015 BEFORE USE Design valid lot use only vAlh MileWconnectors. Ms design Is based only urbn pmanetets shown, and Is la al Individual buWkng component, not o frtas system. Boloto uso. the building designot must voti y the arxxicahllty of design putan telers and ptopetly Incorpagto this design Into the ovetoll tri9eJmg design. Bracing Indlcated Is to buckling of Individual mist web and/or chord members only. Additional temporary and permanent bocft MOWptevent Is always required lot stablilly and to prevent collapse calm possOslo personal "and Ixax-M danago. ra gonetal guidance re"ClI ng tiro tatxlcafkxx storage, dotivety. auction and txocmg of trusses and miss systems seeAN31/fP11 Quality Criteria, OS"9 and SCSI flubding Component 6904 Parke East Blvd. Tampa. FL 33610SafelyInformationavalkiUefromtrussPlatoInstitute. 218 N. too Sheet. Suite 312. Alexandria. VA 22314. IJob Truss Truss Type Oty Ply WP0214 T12986446 W PO214 El Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 a. 130 s Sep I S zo i 7 mi I ex Industries, Inc. wea Jan 1 / 1 J:3a:z1 zul a rage 1 I D:rytRhmERah3zliORgKYR9zPCPY-E29PXNzbF5rPEwz4XDzlMkspeXw7N6JMmb t NP?zuRDG 1 •a0 5-a0 8-4.0 13.4.0 I to 5.0.0 3.4.0 5-0-0 4x6 = 44 = Scale = 1:24.3 1.Sx8 STP= 2x4 II 2x4 11 1.5x8 STP = 30 = 3x4 = 5.0-0 8-4.0 13.4.0 5-0-0 3.4.0 5-0-0 LOADING (PSI) SPACING- 2.0-0 CSI. DEFL. in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.06 5-6 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) 0.09 5-6 999 180 BCLL 0.0 Rep Stress Incr NO W B 0.12 Horz(CT) 0.03 5 n/a rVa BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 48lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 5=721/0.8.0, 2=801/0.8.0 Max Hon 2=41(LC 12) Max Uplift 5=-243(LC 9). 2=-274(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3- 1413/482, 3-4=-1250/454, 4-5=-1411/478 BOT CHORD 2-7=-403/1238, 6-7=-400/1250, 5-6=-402/1238 WEBS 3-7=0/307, 4.6=0/306 Structural wood sheathing directly applied or 4-6-8 oc puffins. Rigid ceiling directly applied or 9.2-13 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=3.0psl; h=15ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope); cantilever left and right exposed: end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at joint 5 and 274 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 188 lb down and 185 lb up at 5-0-0, and 60 lb down and 87 lb up at 6-8-0, and 188 lb down and 185 lb up at 8.4-0 on top chord, and 116 lb down at 5-0.0, and 52 lb down at 6.8-0. and 116 lb down at 8-3-4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-4=-64, 4-5=-54, 2-5=-20 Concentrated Loads (Ib) Vert: 3- 141(F) 4- 141(F) 7=-72(F) 6- 72(F) 8=-60(F) 9- 26(F) Q WARNINO • Varfry daUgn parameters and READ NOTES ON THIS AND INCLUDED ARTEK REFERANCE PAGE N11.7479 rev. I&CIMIS BEFORE USE Design valid fa use only vAlh MlioM connectim lnls design S based only upon parameters shown. and Is for an Individual balding component. not a truss system. before use, the bsdldhg designer must verify the oppllcalAily of design parameters and property Incorporato Ihh design Into the overall building design. Bracing indicated Is to buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing Welk' prevent Is always rood for stability and to prevent callgbso wtih possible personal IrnNy and fop ody damage. For general gs/cW oo regarding t o labticallat slonW. delivery, etoctlon and bracing of tatssos and tnm systems, seoANSI/TPI I Quality Crllerla, OSS-69 and SCSI Building Component 6004 Parke Eaw Blvd. Tampo. FL 33610SafetyInformationavalkdNefromtrussPlateInstitute. 218 N. Lee Street, Suite 312. Alexandria VA 22314. Job Truss Truss Type Oty Ply WPO214 T12986447 W P0214 E.13 Jack -Open 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33S66 S.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:21 2018 Page I ID:rfytRhmERah3zliORgKYR9zPCPY-E2gPXNzbFSrPEwz4XDzlMksrtXl ON77Mmb I NP7zuRDG 1 •a0 2.4-0 1-aO 2-4-0 2x4 = 1.Sx8 STP - LOADING (psf) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 TCDL 7.0 Lumber DOL 1.25 BC 0.04 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/rP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=28/Mechanical, 2=168/0.8-0, 4=19/Mechanical Max Horz 2=49(LC 12) Max Uplift 3=-27(LC 12). 2=-74(LC 8) Max Grav 3=28(LC 1). 2=168(LC 1), 4=39(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:9.4 DEFL. In (loc) I/dell IJd PLATES GRIP Vert(LL) -0.00 2 >999 240 MT20 244/190 Vert(CT) -0.00 2.4 >999 180 Horz(CT) -0.00 3 Na We Weight: 9 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2.4-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7.10; VUIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h=151t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed: end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 3 and 74 lb uplift at joint 2. 0 WARNING - Veft da4lyn peremeten and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE M&-T4?2 nv. I0410420I IS BEFORE USE Design voild lot use only with MnekS connoctofs. This Uoslgn Is lased only upon Wrametors shown. and Is to an Individual building component. not a Ituss systom. Before use. tho building dosfgrtef must verity the apoicatAlty of design pufarnelers and propotly Incorporate WA design Into the overall building design. Bracing Indicated Is to prevent budrWtg of IndNkhKn truss web and/of chord members only. Additional temporary and permanent bracing M iTe k' Is always tecltLed got stability and to prevent collapse with possible personal IMry and ptoperly damage. for 0enetd guidance re"dIng the fa briCalbn. slorago. delivery. efecllon anct bracing of ruses and Inn systems saeANSIRPI I Nudity Criteria. 0118.89 and &CSI Subding Component 6204 Perlis East Blvd. Safety Information ava0able from intss Plato InstlhOe. 218 N. toe Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Truss Truss Type Oty Ply WP0214 T12986448IJobWP0214EJ5IJack -Open 3 1 Job Reference o tional Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:22 2018 Page 1 3x8 = 1.54 STP = LOADING (Pat) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 TCDL 7.0 Lumber DOL 1.25 BC 0.26 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/rP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8.0, 4=46/Mechanicai Max Horz 2=91(LC 12) Max Uplift 3=-81(LC 12), 2— 75(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten.. All forces 250 (lb) or less except when shown. 5.0.0 Scale - 1:14.9 DEFL. In (loc) Udefl Vd PLATES GRIP Vert(ILL) -0.03 2.4 >999 240 MT20 244/190 Vert(CT) •0.05 2-4 >999 ISO Horz(CT) -0.00 3 rda n/a Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst: BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone: cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 3 and 75 lb uplift at Joint 2. 0 wARNING - vodry dedon parsaw s and READ NOTES ON INS AND INCLUDED M/FEK REFERANCE PAGE Ma7473 rev. I&IMIGI5 BEFORE USE Design valld for use orgy wllh Mllek0 conneclars. 9nls designi s based only upon paanetersdrown. ad Is la an ItxdvkAtd bolding component. not a puss system. 8efae use. the tx/ldlnfj designer must vedly the applicability of design potametets and properly Incorporate this design Into the ovefalt blDding design. Bracing Indicated Is to prevent buckling of I ndNklnxd tnm web and/or chord meenbers only. Additional tempotay and petmanent bracing MiTek' Is always togUted for stability and to prevent co9gbse wpm possible personal IMuy and pxopedy danage. rot gonerU guidance tegadng Ile fabdcallo n, stotage, delivery, erection and bradtlg of tames o d tam systems, seeANSI/IPI I Quality Criteria, DSa-a9 and SCSI au9dlng Component 6904 Plate East Blvd. Stbety Information avcOcfile from Inm Rate Insdade. 218 N. Lee Street. Stdte 312. Alexandria. VA 22314. Tempo, FL 33610 IJob Truss Truss Type Oty Ply WPO214 T12986449 W P0214 EJ7 Jack -Open 20 1 I Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 130 s Sep 15 2017 MiTek Industnes, Inc. Wed Jan 17 13:38:23 2018 3x6 = 1.Sx8 STP = LOADING (psf) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 TCDL 7.0 Lumber DOL 1.25 BC 0.59 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/rP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=159/Mechanical, 2=324/0.8.0, 4=78/Mechanical Max Harz 2=122(LC 12) Max Uplift 3=-102(LC 12). 2=-85(LC 12) Max Grav 3=159(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. 7.0-0 Scale = 1:19.8 OEFL. In (loc) Well Ud PLATES GRIP Vert(LL) 0.13 2-4 >594 240 MT20 244/190 Vert(CT) -0.18 2.4 >431 ISO Horz(CT) -0.00 3 rVa rVa Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph: TCDL=4.2pst; BCDL=3.Opsf: h=15ft Cat. If: Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0.0 to 5-0-0, Extedor(2) 5.0-0 to 6.11.4 zone; cantilever left and right exposed end vertical left and right exposed:C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 Ill uplift at Joint 3 and 85 lb uplift at joint 2. Q WARNING- Vedly desgn persmeren end READ NOTES ON THIS AND INCLUDED MRBK REFERANCE PAGE M67473 nv. IM1211016 BEFORE USE Design Vold for use only vAm Mllekb Connoelas. thisdesW Is based oNy upon paranetersshown, and Is for an IrWIvkAKd building comtorxmt, not a dust system. Before use. the txNtlng designer must verify Iho appllcabll fy of design paarroters and properly, Iocor poralo INS closlgn Into uie overall building design. Bracing fndlcated Is to proven) bucklIng of Individual truss web aryl/a Additional chord membersorgy. Ationlemlpaary and permanent bracing MiTek' Isdways required for Stability and to povonl collapse wltn Possible personal IW+y and property damage. fa genera guidance regarding ripe fabdcatbn6 storage. delivery. erection and bracing of maces anal truss systems. soeANSIRPI I Quality Criteria, OSS-69 and SCSI Building Component 6904 Parka East Blvd. Safety Information available tram Ifurs Rate Insilkde. 218 N. lee Street. Suite 312, Alexandria. VA 22114. Tanya. FL 33610 Symbols I Numbering System 0 General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets ore indicated. Dimensions ore in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-1/ 1ir For 4 x 2 orientation, locate plates 0-14s' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: Notional Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in tt-in-sixteenths Drawings not to scale) 1 2 3 TOP CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI t section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved mm W1 a MiTek a MITek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-brocing. is always required. See BCSI. 2. Truss bracing must be designed by on engineer. For wide truss spacing. Individual lateral braces themselves may require bracing, or olternotive Tor I bracing should be considered. 3. Never exceed the design loading shown and never stock materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and oil other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations ore regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber Shall not exceed 19`rli at time of fabrication. 9. Unless expressly noted. this design Is not applicable for use with fire retardant, preservative treated. or green lumber. 10. Comber is a flan -structural consideration and Is the responsibility of truss fabricator. General proctice Is to comber for deed load deflection. 11. Plate type. size. orientation and location dimensions indicated are minimum ploting requirements. 12. Lumber used shall be of the species and size. end in all respects, equal to or better than that specified. 13. Top chords must be sheathed or puffins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less. if no ceiling 6 installed. unless otherwise noted. 15. Connections not shown ore the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. 17. Install and load vertically unless Indicoted otherwise. 18. Use of green or treated lumber may pose unacceptable environmental health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front back words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture In accordance with ANSI/TPI 1 Quality Criterlo. 6EARW6 HEIGHT 56HEOULE 38-0-0 O 0 0 NOTES: L) REFER TO He 91(RECOM.EWATIONS FOR HANOUN6 INSTALLATION AND TEMPORARY DRACIN6.) REFER TO ENGINEERED DRAWH6fi FOR PERMANENT DRACIN6 REWIRED. 1.) ALL TRUSSES (INCLIAIN6 TR1155E5 IWER VALLEY FRAMDG MUST DE COMPLETELY DECKED OR REFE TO DETAIL VV) FOR ALTERNATE ORACIFI6 REOUIREMENTS. 1) ALL VALLEYS ARE TO DE CONVENTIONALLY FRAM DY DUDDER. 4.) ALL TRI M5 ARE VES16NEV FOR r ac. MAXIMUM SPACIN& UNLESS OTHERWISE NOTED. 5.) ALL WALLS SHOWN ON KACEMM FLAN ARE CONSIDERED TO DE LOAD DEARINr& UNLESS OTHERWISE NOTED. 64 5Y42 TRUSSES MUST DE INSTALLED WITH THE TOP 6EIN6 UP. 7.) ALL ROOF TRUSS HANGERS TO DE 51MPSON HTU26 UNLESS OTHERWISE NOTED. ALL FLOOR TIM HAN6ERS TO DE SIMMON IM427 UNLESS OTHERWISE NOTED. 6.) DEAMMEADERA.INTEL (" TO OE FURNISHED OY OUIDE . SHOP DRAWING APPROVAL THIS LAYOUT 15 THl SOLE SOURCE FOR FADRICATION OF T8ftS AID PORK ALL PREVIOIUS ARCHITECTURAL OR OKI TRUSS LAYOUTS. REVIEW Ala APPROVAL OF TN4 LAYOUT WST DE RECEIYEO DEFORE ANY fGftS WILL DE WILL VERIFY ALL WNOITIONS TO VM AfiMT OWES THAT WILL REW it EXTRA LW1R6E5 TO YAI. pMa1 Oni : 14u. I 040011derS FirstSource Orlando FHONE: 407-851-2100 FAX: 407-851-7111 Plant City FHONE:813.759-5951 FAX:815-752.1532 5-4-0 1 19-4-0 1 1 Starlight Homes 1769 Hawking T WP0214 11-7-17 1 Josh RECORD COPY o . S4"fford , .n,;f,/,; I I .;,f,; Building and Fire Prevention Product Approval Specifi ion Form Na 1.8 - 1 2 % % NFORD Permit # Project Location Address As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floiidabuildinQ.orQ. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging THERMA TRU FIBER CLASSIC Sliding I WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNE DAI ION 5120/6100/9100#0230 FL9174-R12 Roll U Automatic Other 2. Windows Single Hung Silverline BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other I June 2014 Category/ Subcategdry Manufacturer. Product Description I -1---1:I.,:I„inc16fdin Florida Approval # decimal 3. Panel Walls Siding Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12 Underla ments TAMKO BUILDING PRODUCTS INC UNDERLAYMENTS FL12328-R8 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shinales Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E. P.S. Roof Panels Roof Vents LOMANCO, INC ALUMINUM ROOF LOUVER FL3792-RlO Other June 2014 . 7'4r Category / Subcategory Manutacturer < <' j./ lrr7rl)IrIA ('ter:;r jal s Product Description , ....: ,",4 Florid?,Approval # irablude deCYA- 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates En ineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA. INC HIGH STRENGTH CONCRETE LINTELS Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 3 1/2/2018 Florida Building Code Online MS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Fads I Publications I FSC Staff d r : product Approval USER: Public User D;m Product Approval Menu > Product or Aoolication Search > Annilcation List > Application Detail FL # FL15036-112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived L Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419)298-1740 rickw@rwbldgconsulta nts.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. G Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect FLIS036 R2 Eauiv (b) Equivalency of Standards.odf https:/A~.floridabuilding.org/pr/pr app_Otl.aspx 1/3 1/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/16/2017 10/16/2017 10/19/2017 12/12/2017 FL # Model, Number or Name 15036.1 1 a. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.2 I b. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.3 I c. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 1S036.4 Id. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.5 I e. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.5 for Design Pressure Ratings, any 15036.61 I 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; Description 6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions FLIS036 R2 It (a) Inst 15036.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 R2 AE (a) Eva115036.1.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Installation Instructions FLIS036 R2 11 (a) In; 15036.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 R2 AE (a) Eval IS036.2.odf Created by Independent Third Party: Yes 61 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXO) Configuration Installation Instructions FLIS036 R2 11 (a) Inst 1S036.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 R2 AE (a) Eval 1S036.3.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Installation Instructions FLIS036 R2 11 (a) [nst 15036.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 R2 AE (a)Eval 1S036.4.odf Created by Independent Third Party: Yes 61 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Installation Instructions FLIS036 R2 [I (a) Inst 15036.S.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FUS036 R2 AE (a) Eval 1S036.S.odf 8'0 "Non -Impact" Opaque Single Fiberglass Door -_Outswing Inswing (X) Configuration Installation Instructions FLIS036 R2 If (a) Inst 15036.6.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes, Evaluation Reports _ Created by Independent Third Party: Yes https://www. 1/2/2018 la 15036.7 __[g. ClassicCraft Fiberglass Door 8'O "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.7 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.7.ndf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.8 h. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 If (a) Inst 15036.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 1S036.8 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.8.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 1S036.9 I. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.9 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.10 J. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.10 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.10.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Contact us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 950-497-11124 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 8S0.487.139S. *Pursuant Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wit supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen: under Chapter 455, F.S., please dick here . Product Approval Accepts: M W3 0 .Eti" cm Credit Card Safe hops:l/www.floridabuilding.org/pr/pr app 4ti.aspx 3/3 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Phone 813.659.9191 Florida Board of Professional En6dnecr3 Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 1181ndustriat Dr. Fiberglass Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.6 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ'. 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.E for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.6 3. Calculations Anchoring Test Standard ASTM 01929-96. ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Slaned & Sealed by Lyndon F. Schmidt, P.E. Prepared by ,,,oe eeate j Signed &Sealed by RW Building Consultants, Inc. (CA #9813) ,% e_ SCH&jj -*is Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISOIIEC 17020 and Guide 53. Sheet 1 of 1 No 43409 Q. STATE OF :iij O N A` S%%% s e Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 THERMANTRUDOORS Classic -Craft. FIBERGLASS DOOR INSWING / OUTSWING NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is In compliance with the 6th Edition (2017) Flartdo Budding Code FBC) structural requirements Including the "High velocity Hurricane Zone' (HVHZ). 2. Product anchors shad be as listed and spaced as shown on details. Anchor embedment to base material shad be beyond wad dressing or stucco. 3. When used in the "HVHZ- this product is required to be protected with on impact resistant covering that compiles with Section 1626 of the FBC. 4. When used in areas outside of the imir requiring wind borne debris protection this product Is required to be protected with on impact resistant covering that complies with FBC Sections 1609.1.2 3 R301.2.1.2. 5. For 2x stud framing construction. anchoring of these units shag be the some as that shown for N buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for'HVHZ-. 8. Inswing configurations and outswing configurations using sill items R31 d #33 under the active door do not meet the water infiltration requirements for the HVHZ". Inswing units shad 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 911 Is less than 45 degrees. TABLE Of CONTENTS DESCRIPTION T elevations. designpressures 8 general notes Door pond details Hodwnfal cross sections MVetkalcrosssectionsBuck and Imme anchorN - 2X buck masonry construction Frame anchoring -1 x buck masony construction Bill of Materials & Components 37. 5 MAX. OVERALL WIDTH I OVfPAL L NPRES , DESIGSURE (P;Sf)t 717 SWING, FRAMES DIMENSION._ _. ;POSRNE :, NEGATIVE: INSWING 37. 5' x 98.0- +75.0 -75.0 OUTSWING 37. 5" x 96.5- +75.0 -75.0 r S/ j 7 ^ T• W h O Z r c amW v W w: JK as er: tiS FL-15036. 6 m 1 or 7 41 r jl : In EXTERIORrn43 44••••.•. v m o i 7 i .. ... 5 > > 41 us 3N•• n E 3$Zv INTERIOR 46 R jI 9 d m • m'dd t"`• 4 HORIZONTAL CROSS SECTION v s 36.0' MAR. PANEL WOOORIDTHD EXTERIOR INTERIOR s a 1t• 7 Q m L r 1.4ir 30' 0 2S id I Ll L55 e 2 u rot+ u N SDIE N N N 88 o 0 o a: 3 1. 41r •-I LDOORPNELW Z p p 0 a a O vac 02124112 = scm NINGE 1E r5 lute 2 VER17CAL CROSS SECTION ` N. T.S. Mr. ST: JK m 2 CWL W. LFS ; awwc ua a FL- 15036.6 c E n 91Q1 y? , or 7 a ri 1 1.114' MIN. % • .: Q'ii aEMS. (nP.1 J O: G144 ice/` •` Icp.l fill 11uN•: 8 =$u 21 INTERIOR ' m a I m d 313 3 3 •. o 170 EXTERIOR 10 Hi a09103memu, E _& 3 HORIZONTAL CROSS SECTION 1•I/4•MIN. 3 Slgwnw/lxwb•butk 1.1/4'MIN.`Y o EMS. (1YP•1 3 S EMS. (1YP.1 c 4 4 4 C 0 ` p g 0.1s 0.1s CSINK C•SINK L "P•1 pp.) l 20 0 0 N N o e 40 ' 7 INTERIOR INTERIOR MATO 1 o Lz s p • N O 27 EXTERIOR EXTERIOR 10 9 10 K g o.m 02 20 12 e L swc: N.T.S. C E M. tm. JK m E cwc m LFS ? HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION MWM a: n 3 OUtswin9 shown - wnv*v FL-15036.6 3 a * ho - i"s" obo approved ° 5 s J a 7 a EXTERIOR J""ff .... INTERIOR I '\ VEIMCAL CROSS SECTION J?,= Vr._ d - in"""g also aPprrned EXTERIOR INTERIOR oil cSo off 11Y C1 O S c 9 C W a R p od Y mia 4 C= O 4 EXTERIOR —""j/.... INTERIOR 2 VERTICAL CROSS SECTION 4 Shownw/IXsubtCk 3 VEIMCAL CROSS SECTION S VERTICAL CROSS SECTION q Ou swln8 con"Hon 4 see g .T.nTes. sheet Iseegeneralnoses. sheet 1 for itVHT water for?IVHT vrater infihatksn requirements requirements u: N.T.S. ar: JK m W. Lf5 3 FL-15036.6 a a 4 OF 7 G o a MASONRY TYP. HEAD OPENING 3 JAMB $ L 2X BUCK — 1= e: o W BUCK ANCHORING STRIKE JAMB For OP r_ 48 PSF MASONRY — TYP. HEAD — OPENING b JAMBS FRAME T_a 3 o MASONRY TYP. H 3 OPENING & JAI 3 2X BUCK 2X BUCK P FRAME ANCHORING HINGE JAMB Mosor y 2X buck corutrWtIon for OP « IB PSF CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as MAX. ON CENTER' must be adjusted to maintain the min. edge distance to molar joints. additional concrete anchors may be required to ensure the MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR'- ANCHOR. MIN - '` MIN. CLEARANCE MIN. -CLEARANCE TYPE. SITE : _' EMBEDMENT` TO MASONRY EDGE... .. 70 ADJACENT ANCHOR 4- ITW 1-1/4' T 4, TAPCON ELCO a 1/4' 1.1/4' 1' 4' ULTRACON 1. mahtah a r **morn SAS edge dtr onm f end dbkme. a V os. 1; of wood =W-3 to Prevent the WHhnp of Mood. 1,0 BUCK ANCHORING For OP > 48 PSF and OP <= 75 PSF 7 MASONRY OPENING — FRAME 20 2X BUCK LATCH A DEAOBOLT DETAIL O FRAME ANCHORING Mcsorsy 2X buck construction for OP > 4B PSF and OP <= 75MF HINGE DETAIL n nn IPJA 11 „ as •: E E a iU R r19jQY 5z$ a d jam rp m664 a4 NQ^Z O 2" Dig x Uo Cl N 10 Z pYJ a O yY mm u[: N. T.S. I tlr JK m' C. er: LFS ; ens: e0.: FL-15036.6 0 sr ar 7 O MASONRY _ TYP. HEA[ OPENING 3 JAMBS FRAME 1 X BUCK STRIKE JAMB FRAME ANCHORING Masonry I X buck constriction For OP r_ 48 PSF CONCRETE ANCHOR NOTES: 1. Concrete anchor bcotbm at the comer moY be adAnted to maintain the mh edge dblonce to mortar joints. 2 Concrete anchor locations noted as MAX. ON CENTER' mat be adjusted to mahtaln the min. edge dbtance to mortalnInts, addltbnal concrete anchors rnoy be mqued to eraue the MAX. ON CENTER• dtrnensbn are not eueeded. 3. Concrete anchor Iowa: ANCHOR; ANCHOR MIN: CLEARANCE . MINT CLEARANCE SIZE MIN.':,=' EMBEDMENT TO MASONRY ; 10'AOJACENT TYPE EDGE ANCHOR - . ow . 1 rj 1.1/r T 4• TAPCON ITw Sj14• I•t/r r W Ew INSTALON NOTIE3: edge dbtance. I• end distance,6 I.O.C. rpocrp of1. Malntab a rt161hr1rm S$ TAFCON LA wood screws to prevent 1 HINGE JAMB 6• r A. i o n ul 111 onmi 1 "r O MASONRY TYP. HEAD . E i $ o u OPENING & JAMBS R : a L a 4 G c_ FRAME — — _ v m m you IX BUCK F &I TYP. SILL LATCH A DEADSOLTOETAIL Masonry I X buck constriction For OP > 48 PSF and OP <- Ja PSf HINGE DETAIL s: 02124112 i U: N.T.S. ° a er JK m c er: LFS 3 wiwG n0.: u FL-15036.6 " c xr _L or 7 " Of MATERIALS REM DESCRIPTION MATERIAL A IX BUCKSG>=0.55 W000 8 2X BUCK SG >= 0.55 WOOD C MAX. 1 /4' SHIM SPACE WOOD 0 1/d' X 2J/4" PFH ELCO CONCRETE SCREW STEEL E MASONRY • 3JJ00 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE F 1/4'XI-3/d"RWCONCRETESCREW G 3/16" X 3•i/4" PFH TTVJ CONCRETE SCREW STEEL H 1 /4" x 3-1/d"PFH TTVV CONCRETE SCREW STEEL I I /4" X 2-I /4"PFH ITW CONCRETE SCREW J 1 /4" X 3-3/4"PFH ITW CONCRETE SCREW STEEL K q 10 X 7 PFH WOOD SCREW STEEL l R8 X 2-I /2" PFH WOOD SCREW I.I S MIN. EMBEDMENT] STEEL 7 SHORT REACH COMPRESSION WEATHER-STRIP 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 d" X 4"HINGE .09T THK. TEE 10 q 10 X 3/4"PFH WOOD SCREW HINGE TO FRAME STEEL 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 19 HEADER JAMB PINE SG>=0.42 WOOD 20 SIDE JAMB PINE SG >= 0.42 WOOD 21 KWIKSETDEADBOLT- SIGNAIURESERIES 180 STEEL 27 LATCH STRIKE PLATE STEEL 28 OEADBOLT PLATE STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 39 HIGH WATER DAM THRESHOLD ALUM. 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL OETAIt SHEET FOR DETAILS 41 ER 600PSI TM TRUWRFIYIELDSTRENGTHFy (MIN.) FIBERGLASS FIBERGLASS 42 TOP RAIL COMP. d3 LATCH STILE WOOD 44 HINGE STILE WOOD 45 BOTTOM RAIL COMP. 46 POLYURETHANE FOAM 1.91bs. DENSITY POLYURETHANE oq i „ n ri 24 E u n W 19 20 NERD VOL' `\ roJambaa c_ o ; 4 % F-- 2.V — 1 I m z In WTi 71 MPf CE RE HOLOlO lE o aQ cu) o m 5.75 -- L R E!f A01 N SADDLE RE OLD W 8 S J ^ nh Qo o k! 4 56' x % i 2.36" Q 4 J o- u a o _ _ L02124112 N 2 u am 02 24 12 i wAm- N.T.S. a IIGN WALE OA L iHRESHOlO on. 4r: JK m' cm or.. LFS ; cRom eo< a FL-15036.6 c sHca 7 or 7 0 Bill R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Phone 813.650.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9913 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Or. Fiberglass Door w/ Sidelite Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ". this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. S. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.7 require further engineering analysis by a licensed engineer or registered architect 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.7 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84-00a ATI 67508.01-106-18 ASTM D1929-96 ETC-01-741-10705.0 TAS 202-94 ETC-01-741-10593.0 TAS 202-94 TEL-06-1031-3 TAS 202-94 TEL 06-10314 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.7 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISOBEC 17020 and Guide 53. Sheet 1 of 1 Testinq Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Lon Hicks, VP Operations Omega Point Laboratories William E. Fitch, P.E. Architectural Testing, Inc. Joseph A. Reed, P.E. ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. ttlittledairroeo Signed & Sealed by 0," ieee Lyndon F. Schmidt, P.E. oe°,, • (, E Pl ..... Se eeeLyndon Signed & Sealed by F. Schmidt, P.E. No 43409 s s STATE OFr ice FS • , O R \ - ,`w daBelYettte`+', Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 THERMANTRU' DOORS Classic -Craft. FIBERGLASS DOOR W/ SIDELITE INSWING / OUTSWING NON -IMPACT' GENERAL NOTES R 1. fhls product has been evaluated and is In compliance with the 6th Edition (2017) Florida Budding 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 shag be beyond wag dressing or stucco. 3. When used In the imr this product Is required to be protected with an Impact resistant covering that 5 complies with Section 1626 of the FBC. 4. When used in areas outside of the i1VHr 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 a R301.2.1.2. E 9 S. For 2x stud Doming construction, anchoring of these units shag be the some as that shown for 2x buck masonry construction. X 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a u licensed engineer or registered architect. u 7. Outswing configurations using coastal se item #39 under active doors and all sills used under sideltes meet water infiltration requirements for"FIVHr. n 8. Inswing configurations and outswing configurations using sill items R31 d #33 under the active door do not meet the water Infiltration requirements for the'Fmr. Inswing units shag be installed (in the i1VHZI only In non-hobitoble areas or at habitable locations protected by an overt" or canopy such that the angle si between the edoe of canoov or overhoro to sill is less than 45 decrees. TABLE OF COMMIS SKEET i OESCRIPIION I Typical elevations. design pressures a general notes 2 Door panel details 3 Welite panel detols a G decal 4 Hadrontal cross sectiom 5 Vertical COST sections 6 1 Vertical cross sections 7 Buck and frame anchoring . 2X buck ma conshuctbn 8 Frame anchoring . I X buck mosonry construction 9 88 of Materials a Components 09 53.13• MAX OvERAII WIDTH { Z 0 06 P o 1 ` * rr/ nn aa ate•: g O u • Z Rk 920 F 14 Eli$ yF Z 6 J6 SWINQ OVERALL .• FRAME-'--* DIMENSION DESIGNPRESSURE(PSF)•. , WQHOUTSURFACE' BOLTS WITH SURFACE"-:.'. BOLTS. POSRIVE ', NEGATIVE:._ POSITIVE. NEGATIVE INSWING 53.13- x 98.0 47.0 47.0 60.0 60.0 OUTSWING 53.13- x 96.5• 1 +47.0 47.0 60.0 60.0 Ick- 02/24/12 H u[: N.T.S. G er. JK i k. rn LFS I Ulm r0.: FL-15036.7 c ur 1 a. G EXTERIOR 2- Agga uy 42 N• i n 4 •fir •• ,`` = m i v i-=uE ° INTERIOR 46 Rif o a 14 C= 1 HORIZONTAL CROSS SECTION ° 369 MAX. a DOOR PANEL WIDTH 2 o In I N W EXTERIOR INTERIOR i@ N 4.11' GlY 5 r u O 7 oU==ve u TI7 n N urCH R rE s s O In o0 aLLa k' I 1.4r r - _ 10 DOOR PANEL L = -^ P ClouiC po0 m , r ` am NOTE: WOOD DOOR COMPONENTS: OAK ISG>•OR)13a ''::`' O a lu WE. 02124112 i scxc N.T.S. WHING !F IS BOftDM Ran 2 VERTICAL CROSS SECTION am BY: dK m oa or. LFS ; a FL- 150-6., c Lor 0 13.7 PANI 7. at SO SIOEfJTE PANEL NOTE: WOOD SIDEi1TE COMPOMWIS: PINE ($G ),• 0.421 NOTE: 1. Spacing for item Y 18 & #29 (life frome screws) is as follows: From the bottom up on sides: 6.5', with 7) more spaced of 9.W o.c. there are 12) screws both lop and bottom 2.13' in from each comer. XXTERIOR NTERIOR ROMAL CROSS SECTION 4' MA" 1, HK. EXTERIOR IPERED kSS SPACE PEREO . SS INTERIOR cif GIAZING DETAIL51 - "led glad w/ prc Ile tome MIN. 4SS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8, TEMPERED GLASS EXTERIOR SEE NOTE I ri 8 1° z° 51 g R E z$ a 8 u 9 `a ry aD N 4 C= Off INTERIOR 2 VERTICAL CROSS SECTION 3 Or JK ° c tm LFS 3 FL-15036.7 c n 3 or 9 0 I R EXTERIOR 2 HORIZONTAL CROSS SECTION 4 Outwft conliWation INTERIOR EXTERIOR vrc. 1. The sidefile Is direct set into the jamb with (121 item NM 108 X 7 PFH wood screw(. There are (d of each vertical jamb from the top down at 13.5'. 31". 48.5' d 66". 5EE NO 5 EXTERIOR 4 HORIZOMAL CROSS SECTION 4 Irwwirm confiplRallon 1.1 /4' MIN. EMS. (TYP.) INTERIOR EXTERIOR U H 9 10 S1 HORIZONTAL CROSS SECTION d /jh.wnw/IX.W..k P.I -11`n INTERIOR EXTERIOR v V L TO J HORIZONTAL CROSS SECTION 4 sQ gwg • g Ir I Rio • a a ua •: cv 4 q$Y0 f_ V TM1 z z 000u g NH 1-1 /4' MIN. EMS. (TYP.) e • e e e 02124112 1 u: N.T.S. or. JK a c or. LFS 3 Mac n0.: ° FL- 15036.7 " c xr 4 or -9 IJ U 19 y"- INTERIOR 14 41 i I— d 1I]NTeRlI see general rotes. sheet 1 tar "r Water inNiration IATERIOR g. 62V@ I ` VER17CAL CROSSSECTION v A: N.T.S. i sr. JK m r. or. LFS ; a FL-15036.7 c n —L or " a v 11 s0 M SEE NOTE 1 INTERIOR EXTERIOR rl'*N VERDCAL CROSS SECTION 6 a - ursvdng INTERIOR EXTERIOR SEE NOTE 1I M , A a A .. a 3 VERTICAL CROSS SECTION V Ouhwfng conopration Z Y EXTERIOR SEE NOTE 1 C 1 w INTERIOR rS-*N VER17CAL CROSS SECTION Q j Oviswirigconfiguration SEE NOTE I INTERIOR WIA EXTERIOR 4 VERTICAL CROSS SECTION b Shown W I x sub4=k TAI g\"\\ J O w e oil it v a •ij E za mua`E V a4 _ 8 EE` 36 V NOTE: 1. Anchors assy thru head and sM of e' In from each corner end. 4 VERTICAL CROSS SECTION 6 Inswing con"Hon SMC' N.T.S. Pro• By. JK ro twL BY. LFS ; COMM NO, C FL-15036.7 a SHM _L OF _ Q ol% SEE DETAIL I •,, • D , MASONRY rrl 1• sss ` o i J TYP. HEAD MASONRY TYP. HEAD OPENING; 3 JAMBS OPENING 3 JAMBS \ ` V O 06is M TYP. `=: i MULLION — — h 1: i SHOWN FOR FRAME REFERENCE flu 2X BUCK ONLY I C 2j O 2X BUCK I P in ci $ iR — TYP. — ^ O c a N slu I m w WN 1 1 4 O YX SEE DETAIL 2 SUCK ANCHORING STRIKE JAMB FRAME ANCHORING HINGE JAMB Y E Mosor°y 2K buck constaxtion m Y n O O V N V A CONCRETE ANCHOR NOTES: M OUTSWING W o I. Concrete anchor locations of the comers maybe adjusted to maintain the min. e N edge distance to mortarjoinfs. INSWING 63 2 Q 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors DETAIL 1 ORAI(1 may be required to ensure the 'MAX.AX. ON CENTER' dimension are not exceeded. Attach surface bait Attach Woce bolt 9 3. Concrete anchor tole: stoke plofe fo Uartle stoke plate to frame K a a M ourswlNG ShO ll as shorn III 10 65 66 e . 27 L INSWING a N Z U 02 24 12 i DITCH i DEADSOLT DETAIL 63 sCAL, N.T.S. ° i 2 63 HINGE ORAII °'" c. B1. JK to DETAIL 7 DETAIL t c Ilr. LFS ; ayWOODSCREWINSTALLATIONNOTES: Attach stdace bait Attach surface bolt 01"'""C M0= a E I. Maintain a minimum 5ff edge distance. 1"end distance. d 1' o.c. spacing of stoke plate of the Ureshotd strike plate of the fheshold FL-15036. 7 a E wood screws to prevent the splitting of wood. (Ou g) (Inswing) oar 7 or 9 N ANCHOR ANCHOR MIN.CLEARANCE MIN.CIEARANGE TYPE SIZE EMSEOMENi i0'MASONRY.: TO AOJAGENG::- EOGE. .. .. ANCHOR my a t/a• t•t/a• 2• d• TAPCON ElCO 1/4- 1.1/4' 1• d" RACON ITWLTAPC0:M:- MASONRY OPENING FRAME 6• f EE DETAIL I Q TYP. HEAD & JAMBS 1 M J TYP. _ a I x BUCK F TYP. IN) SILL JJ • _ J I SEE DETAIL 2 STRIKElAMB CONCRETE ANCHORNOTE3: ' fRAMEANCHORING 1. Concrete anchor locations at the corners moy be oO.I d I a fritaln the min. onry 1 X buck construction edge distance to mortar joints. Z Concrete anchor locations rated as MAX. ON CENTER" must be adjusted to malnfoin the min. edge daronce to matarjodnh oddltioral concrete anchors may be required to ena" the MAX. ON CENTER' dimension ore not exceeded. 3. Concrete anchor toble: ANCHOR 1 ... ANCHOR MIN.,''-'--- - ` MIN:;CLEARANCE MIN. CLEARANCE TYPE..'' 1 EMBEDMEM TO' MASONRY ::: iO.. .4 CENT; . r. SIZE• .. EDGE ,. ANCHOR;-. Itw . 1/ r 1.1/r Y r TAPCON rtw TAPCON 3116- 1.1/r WOOD SCREW INSTALLATION NOTES: dblonce. 1' end distance. d 1' o.c. spacing of MOYstolnamkrtrrwm1. SAT' edge wood screws to prevent the spiffing of wood. C v, 0 HINGE JAMB LATCH B DEADBOLT DETAIL DETAIL I Attach sudoce bolt stro( OutsvArspJ 65 66 i DETAIL 2 Attach ROOCO bolt Stoke pate of the threshold Oufsw( ng) Qom' o m UN •• n y C ` _ $ C m maa 14 C= Eff HINGE DETAIL 63 64 DETAIL 1 Attach surface tall sb& e pate to Imme as stawn (erg) 64 t DETAIL t Attach ROoce bolt strike pate of the threshold gel us: N.T.S. o. en. JK m C. the LF'S3 wac rro.: a FL- 15036.7 a xs a a 9 Al 1/ o j1 rmi p i = O J` n •: s .=i R,`x sRm m • mna4 9x{ ggc = O Ji e z m$ v Ta JC me V i N N V b 1 r-2.2-- Z s r C I i.."'1 II I OO F 4.63" ---I s s EAO L rDE S S 19 20 Jamb 1d O NG 1D J 1 BUMP FACE 1HRESH0l0 LOW PROfRE „ F 2 d 56" 6:r I Ar —" I I 2.1 2 36' 2.14' I I 1 68' I 5XV c e 1 y C= i _T CATE 02 24 ^12 i c a ` 1 srxc N.T.S. L 0.53" — 4 I— r i—.S3' r ow. e. F m I 1 ua W. LFS 3 J9 NIG WA1F DA IRESHOl0 2S 5 UP LIE FRAME IS r G SIOEUIF 16 PVC C U MF SS SFl ADJUSING SAOOIE THREHOl0 0 5036.7 c I. T a o BILL OF MATERIALS OESCRIP110N MATERIAL RFM DESCRIPTION MATERIAL 1X BUCK SG>=0.55W0O0 23PLASTICUP UTEFRAMESMC SMC 2X BUCK SG >= 0.55 W0O0 24 1/4"INTERCEPT SPACER STEELMAX.1rD 4" SHIM SPACEW0O0 2SSILICONE CAULK SILICONE I/d"X2-3N"PFH ftC000NCRETESCREWSTEft 26PIl STICUP UTEFRAMEPVCPVC MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 OEAOBOLT PLATE STEEL F I/1"X1-3/4'ITWCONCRETE SCREW STEEL 29 q8-IOXl-I/rPIASCREw STEEL H i /4" x 3.1 /4' PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESH0l0 LOW PROFILE ALUM. / W0O0 I I/4' X 2-1/4" PFH (TVd CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC J 1 /d" X 3.3/4"PFH TTVI CONCRETE SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD a.UM.COMP. K q 10 X 2" PFH W0O0 SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. l q8 X 2-1/r PFH WOOD SCREW 1.1 S MIN. EMBEDMENT STEEL 40 CLASSIC CRAFT ODOR -SEE DOOR PANEL DETAIL SHEET FOR OETaLS M 08 X ?PFH W000 SCREW STEEL 61 DOOR SKIN; .125 MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy MIN. = 6,000 PSI FIBERGLASS N 1 /4" X 2-3/4" PFH ITWI CONCRETE SCREW STEEL 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 42 TOP RAIL COMP. 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 43 LATCH STILE W0O0 9 4" X 4"HINGE .091" THK. TEE 44 HINGE STILE W0O0 10 a 10 x 3/4" PFH w0O0 SCREW HINGE TO FRAME STEEL 45 BOTTOM RAIL COMP. 1 I 3/8" X 3/8 QUARTER ROUND FINGER JOINTED PINE W0O0 46 POLYURETHANE FOAM 1.9 I<x:. OENSITY1 POLYURETHANE 14 I" 1. X .040" OU. BRAD TRIM NAIL STEEL 50 SIOftITE PANEL - SEE SIDEUTE PANEL DETAILS SHEET FOR DETAILS 15 INSWING SIOft1TE SPACER PVC Sl SIDEUTE TOP 8, BOTTOM RAIL COMP. 16 OUTSWING SIDELITE SPACER PVC 52 SIDEUTE STILE WOOD 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 60 1 /2" SURFACE BOLT SPACER STEEL 18 g6-18 X 1-3/4" PFH SCREW STEEL bl IVES SURFACE BOLT g454 8.0' L. X .2S THK. STEEL STEEL 19 HEADER JAMB PINE SG >= O.42 W0O0 62 I /d-20 SIX BOLT W/ 1 /4.20 FEMALE END X 1.3/4" L. STEEL 20 SIDE JAMB PINE SG >= 0.42 W000 63 SURFACE BOLT STRIKE PLATE STEEL 21 KWIKSET OEA0801T -SIGNATURE SERIES 780 STEEL 64 q 10 X 2-I /2" PFH SCREW STEEL 22 1 /8 THK. CELLULAR GLAZING TAPE 65 3/I b" X 2-1 /4' PFH fIW CONCRETE SCREW STEEL d. 56" 66 3/16" X 2/4' PFH ff W CONCRETE SCREW STEEL 67 3/ I b" X 3J/4"PFH I1N CONCRETE SCREW STEEL R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Phone 813.659.9197 Florida Board of Professional Enbhnem Cenificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ 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. 61G20-3, Method 10 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. S. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.8 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. S. See drawing FL-15036.8 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 TEL 06-1031-4 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2643-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab..lnc. Testing Evaluation Lab..lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL 15036.8 RW Building Consultants, Inc. (CA #9813) tps>rt5i?=e;;Lyndon F. Schmidt, P.E. 3. Calculations Prepared by `Le O f• C'}' y Signed &Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) ;.••G E N :•. ot yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. : 0 4. Quality Assurance f ; • Certificate of Participation issued by National Accreditation and Management dr00 Institute, certifying that Therma Tru Corporation is manufacturing products -0 within a quality assurance program that complies with ISO/IEC 17020 and t. STATE OF V Lyndon F. Schmidt, P.E. Guide 53. ;••• f. ••: FL PE No. 43409 Sheet 1 of 1 • )` 4e 10/16/2017 9/0 G a a THERMAITRU' DOORS Classic -Craft. FIBERGLASS DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT' GENERAL NOTES I. This product has been evaluated and is In compliance with the 61h Edition (2017) Florida Building Code FBC) structural requirements including the High Velocity Hurricane Zone' (HVHZ(. 2. Product anchors shag be as listed and spaced as shown on details. Anchor embedment to base material shag be beyond wag dressing or stucco. 3. When used in the'HVHr 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 "HVHr requiring wind borne debris protection this product is required to be protected with on impact resistant covering that compiles with FBC Sections 1609.1.2 3 R301.2.1.2. 5. For 2(stud framing construction. anchoring of these units shall be the some as that shown for N 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 R39 under active doors and all sills used under sidegtes meet water infiltration requirements for-HVHr. 8. Inswing configurations and outswing configurations using sill items 031 3 R33 under the active door do not meet the water infiltration requirements for the •HVHr. Inswing units shag be Installed (in the "HVHZI only in non.hobitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edae of canoov or oveAona to sill Is less than 45 dearees. TABLE OF CONTENTS SHEET B DESCRIPTION I Typical elevation design pressures 8 general notes 2 poor panel details 3 Sidelte panel details a Gf®ng dotal 4 Horizontal cross sections S Vertical cross sections 6 Vertical cross sections 7 Buck and home anchoring - 2X buck masonry construction B Frame anchoring - IX buck mosonW construction 9 Bill of Materials 8 Components 68.5' MtAx. OVERALL wlonf O 0 0 P P 0 SWING' OVERALL--. FRAME DIMENSION:_: DESIG.N PRESSURE PS WTWOUTSURFAGE_ BOLTS WfrH SURFACE ::'`• 806S= POSRfVE ': NEGATIVE: POSfhVE :. NEGATIVE. INSWING 68 5" x 98.0' 47.0 47.0 60.0 60.0 OUTSWING 68.5' x 96.5- 47.0 47.0 60.0 sus N.T.S. x: JK a.c or LFS FL-15036.8 n 1 or 9 0 1 EXTERIOR ; : v<. _ # Gf 1-1 L n g E H o v INTERIOR 46 R c F m maa 1 HORIZONTAL CROSS SECTION S 360 MAX. Q DOOR PANEL WIDTH 2 Q I N W EXTERIOR INTERIOR e.1r 5 L I.4r- Id r a N N p W W O_ 41 OO O` K I.41r 6 Omx1c aan L NOMWOOOO=COMPOMM: OAXV,O -Un P ,r' .a_%, .• _ O N Z ar[: 02124112 L N.T.S. w INGE fntE IS BOOM RAIL 2 VERTICAL CROSS SECTION owl- W. JK CM L BT: LF$ CRAMM0 w°.' FL- MJ6.8 smw 2 Of J. 13.7 PANT 7. 01 IDE E NOTE: WOOD SKIM COMPONENTS: PW ($G"0.421 NOTE: 1. Spacing for Item M IS 8 $29 (life frame screws) is as follows: From the bottom up on sides: 6.5', with 7) more spaced of 9.88" o.c. there are (2) screws both top and bottom 2.1 Yin from each comer. EXTERIOR INTERIOR ORIZONTAL CROSS SECTION 4- r_r cc MIN. ASS THK. EXTERIOR I /8 TEMPERED GLASS AIR SPACE 1/8' TEMPERED GLASS INTERIOR Lv/) SI SIOELRE TOP i LITIN. R.1 G ZI G DETAIL GI 54enAated mW1 p`c its hares fTL0 7/ I I.S3• S2 SIDELRE STILE MIN. 4SS THK. 1/8• TEMPERED GLASS EXTERIOR AIR SPAC° 1/8' TEMPEREC GLASS INTERIOR 2 VERACAL CROSS WOON 113 l: N.T.S. o. W. JK d C. or. LFS i WK "0a ° FL-15OJ6.8 IT -L or 9 a INTERIOR EXTERIOR I OAS, I •— CSINK C ( n'P-I 1 HORIZONTAL CROSS SECTION q %asv vs . -kss" JTERIOR XTERIOA 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 4 Ouhwing configuration 4 Outswing configuation J INTERIOR SEE NOTE 3 4 e 4 _ r 20 C \ J 6 HORIZONTAL CROSS SE"ON 4 shown NOTE: 1. The sidelite is direct set into the jamb with (12) Item 8M (M8 X T PFH wood screw). There are (4) of each vertical jamb from the top down at 13.5. 31". 18.5" b 66". TE I SEE Non EXTERIOR 1.1 /1' MIN. EMS. (TYP.) XTERIG t oa 1'1 yT) Z Ur •: A Ca CmW m a! m664 ate JTERIOR 10 12 v sa¢[. N.T.S. 14 MM. Or. JK m 9 10 al-c. ttr. LFS 9 4 HORIZONTAL CROSS SECTION 5 HORIZONTAL CROSS SECTION 4 Inswing configuration 4 Inswing configuration FL- I SOJ8.8 s- -L a 9 G rl-**N VERTICAL CROSS SECTION 5 I. d L m INTERIOREXTERIOR INTERIOR " EXTERIOR Al 62 2 VERTICAL CROSS SECTION Sho..11X.W.Ck w C:02124112 i U., N.T.S. or. JK m L 8Y. LFS ; a FL-15036.8 c n -L or 9 a SOW zd TEIINTERIORIOR 1 VERTICAL CROSS SECTION b atso a . ft" INTERIOR EXTERIOR SEE NOTE I (M A m % % wri. ! 3 VERTICAL CROSS SECTION 6 Outswing configuration EXTERIOR SEE NOTE 1 C C INTERIOR S VERTICAL CROSS SECTION 6 Outswing configuration SEE NOTE I INTERIOR MVIA EXTERIOR 2 VERTICAL CROSS SECTION b Shown w/M subbuck NOTE: 1. Anchors ossy thru head and sill at 4' in from each corner end. 4 VERTICAL CROSS SECTION d Inswing configuration 1 a: z C. Br: JK K. rr: LFS ? kva No, ° FL-150J6.8 c m OF Q 0 MASONRY TYP. HEAD OPENING 3 JAMBS SEE NOTE 1 2X BUCK MULLION SHOWN FOR REFERENCE ONLY BUCK ANCHORING STRIKE JAMB CONCRETE ANCHOR NOTES: I. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortar Joints. " MAX2. Concrete anchor locations noted as ON CENTER" must be adjusted to maintain the min. edge distance to mortar jdnis. additional concrete anchors MAX. may be required to ensure the ON CENTER' dimension are not exceeded. 3. Concrete anchor fable: ANCHOR ANCHOR MIN.'. ' ' MIN MIN:%%CLEARANCE: MIN.. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY . TO AL)JAGENT ' EDGE `. f. ANCHOR ITIN o 1/4' 1.1/4" 2" d TAPCON ELCO 1/4" 1.1/4" 1" 4" ULTRACON ITW o 3/16" 1.1/4" 3" t TAPCON 1'rWU JL.KC W 119JIALLAI"N ""ICJ: 1. Maintain a miNmum 5/8" edge distance, 1"end distance. A 1' o.c. spacing of wood screws to prevent the splitting of wood. 0 3- 77 I I MASONRY J OPENING FRAME 2X BUCK, II SEE DETAIL 1 IIII V TYP. HEAD d JAMBS b TYP. tq Cl 1= Ci TYP, SILL 1 r rrr SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck conshuchon l OUISWING 63 DETAIL 1 Attach surface bolt 5*0 plate to frame as shown(Ouhwing) M oUTSwING 65 66 L INSWING i 7 LATCH A DEADBOLT DETAIL DETAIL 2 Attach surface bob strike date at the threshold Ouhwkvl HINGE JAMB 63 64 DETAIL 1 Attach surface bolt strike plate to home as shown p-AV) 64 63 DETAIL Attach surface bolt sb&e plate at the threshold Iftwimgl Qom; WS jzC W Ip O LO m6mNfm6114 HINGE DETAIL c 02 2a 12 CC N.T.S. c. er: JK L er: LF'S wwo No.: FL-150J6.8 11 L er-• 11 m_ F MASONRY J OPENING FRAME IX BUCK LI SEE DETAIL I TYP. HEAD S JAMBS TYP. TYP. SILL i I I iLLLj y SEE DETAIL 2 STRIKE JAMS FRAME ANCHORING CONCRETE ANCHOR NOTES: Masonry I K buck construction C 1. Concrete anchor locations of the comers may be odpAted to malnfaM the min. EEp edge distance to mortar joints. I Concrete anchor Iocotbre noted as 7AAlk. ON CENTER' must be adjusted to mofntafn the min. edge distance to mortarjolnh. addtlonal concrete anchors may be required to ensure fhe AIAX. ON CENTER' dimerObn ore not viceeded. 3. Concrete anchor table: Am ANCHOR •. ANCHOR MIN.: MIN. CLEARANCE MIN. CLEARANCE TYPE, - SIZE _ EMBEDMEM rO MASONRY i0 ADJACENT EDGE _ %a ANC mv TAPCONe TWONe 3/16" 1-1/r r 1.1/r 1,WVX-RC r IIYJIALNIWI I VIG1: 1. Maintain a rrdntrtrum Ur edge distance. 1' end distance. d l' o.c. spochog ofjwoodsaewstoprevent (he spInky of wood. M J 3 HINGE JAMB LATCH & DEADBOLT DETAIL 4.1.1 s Aco„in 1 11 111 N .; n m S = s 9° rX a 120 14 ggC= 30 Y jZ XN tt1 Z2 a m N 0 o 0 HINGE'DETaR ss N N 63 W Z 64 y an DETAIL I DETAIL I o g Attach surface bolt Attach SurfoCe bolt W plate to trams strike plate to (Home LU as shown (Outswhrg( as shown (tra%ftj s s 65 66 = O M ax N z u am 02 24 12 63 1 9DETAIL2DETAIL2 AttachSurface bolt Attach surface bolt strike plate at the thresold strike platnne....a..t. them...e. threshold (Ou) N-Vbv' C BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTIONMATERIAL A 1 X BUCK SG >= 0.S5 WOOD 23 PLASTIC UP UTE FRAME (SMC) SMC B 2X BUCK SG >= 045 WOOD 24 1/4" INTERCEPT SPACER STEEL C MAX. 1/4"SHIM SPACE WOOD 25 SILICONE CAULK SILICONE 0 1 /4" X 2-31C PFH ELCO CONCRETE SCREW STEEL 26 PLASTIC UP LITE FRAME (PVC1 PVC E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL F I 1/4" X 1.3/4" ITW CONCRETE SCREW STEEL 29 118.10 X I-1/T PLASCREW STEEL I I /4" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. WOOD J 1 /4" X 3.3/4" PFH ITW CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC K II10 X 2" PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. L R8 X 2-1/7' PFH WOOD SCREW I.IS' MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. M N8 X 7' PFH WOOD SCREW STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS N 1 /4" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 41 DOOR SKIN; .125 MIN. THK. FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6.000 PSI FIBERGLASS 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 42 TOP RAIL COMP. 9 4" X 4" HINGE .097" THK STEEL 43 LATCH STILE WOOD 10 1110 X 3/4" PFH WOOD SCREW STEEL 44 HINGE STILE WOOD 11 3/8" X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP. 12 10 X 1-3/4' PFH WOOD SCREW STEEL 46 POLYURETHANE FOAM 1.9 Ibs, DENSITY POLYURETHANE 14 1" L. X .040" DIA. BRAD TRIM NAIL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS 15 INSWING SIDELITE SPACER PVC 51 SIDELITE TOP S BOTTOM RAIL COMP. 16 OUTSWING SIDELITE SPACER PVC 52 SIDELITE STILE WOOD 17 KWIKSET PASSAGE LOCK - SIGNATURE SERIES STEEL 60 1/7' SURFACE BOLT SPACER STEEL 18 I16-18 X 1.3/4" PFH SCREW STEEL 61 IVES SURFACE BOLT N454 8.0" L X .25" THK. STEEL STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 62 1/4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL 20 SIDE JAMB PINE SG >= 0.42 WOOD 63 SURFACE BOLT STRIKE PLATE STEEL 21 KWIKSET DEAOBOLT - SIGNATURE SERIES (7801 1 STEEL 64 1110 X 2-1/2" PFH SCREW STEEL 22 1 /8 THK. CELLULAR GLAZING TAPE 65 3/16 X 2-1/4" PFH ITW CONCRETE SCREW STEEL 4.56• —( I 66 3/I6 X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/I6 X 3J/4" PFH ITW CONCRETE SCREW l 20 HHEAD ASIDE 4.56" 25r 2.36" F—Io T k VTVLDs3" S9 NIG WATE DAM THRESHOLD 23 PLA UP LITE FRAME SMG d 21? I 16 O RWING SIDEUTESpacer F 2.14" 6r —i L I IS INSWING SIDESpacer S. of n Roo o R m = V N g E is v 9 od v m6 and€ Q6 STEEL L I rII 0 S I BUMP fACE THRESHOLD W PROfIIE FFFF -_ o. arc 02124112 LSc":N.T.S. oRo. or. JK u«. or. LFS ORO= wo: tq M SELF ADJUSTING SAOOLE THREHOW FL-15036.8 sHM or 9 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrieo, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Cenifieate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Or. Fiberglass Double Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.9 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.9 3. Calculations Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) ^06POIIpQ Lyndon F. Schmidt, P.E. 4. Quality Assurance aaa F S t r4''4 U,dss Certificate of Participation issued by National Accreditation and aaa' ;.G E f},g,. Management Institute, certifying that Therma Tru Corporation is f d0 a±4 %9 '. manufacturing products within a quality assurance program that complies; ,y with ISOBEC 17020 and Guide 53. t - r 1= : ! tLyndon F. Schmidt, P.E. J : FL PE No. 43409 i,^ 1• C ,ab0 10/16/2017 Sheet 1 of 1 i S - • • '' d se isa e Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by THERWlA1TRiT0- DOORS Classic - Craft. FIBERGLASS DOUBLE DOOR INSWING / OUTS WING NON - IMPACT' GENERAL NOTES I. This product has been evaluated and is In compliance with the 61h Edition (2017) Florida Building Code FOCI structural requirements including the *High Velocity Hurricane lone' (HVHZI. 2. Product anchors shag be as listed and spaced as shown on detak Anchor embedment to base material shop be beyond wad dressing or stucco. 3. When used in the HVHr 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 imr 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 a R301.2.1.2. 5. For 2x stud framing construction. anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drowing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill Item #39 under active doors meet water infiltration requirements for' TLVHr. 8. Inswing configurations and outswing configurations using sill sterns 831 a #33 under the active door do not meet the water infiltration requirements for the'f1VHr. Inswing units shag be installed (n the IMZ I only in non - habitable areas or at habitable locations protected by on overhang or canopy such that the angle hetween the edoe of eonoov or overhang to A is less than 45 decrees. TABLE OF CONTENTS SHEET B DESCRIPTION 1 i al elevations. design a enrol notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections 5 Buckanchodng 6 Frame anchoring . 2X buck masonry coruhuCtIon 1 Fro; anchoMg -1 X buck masonry corutructiorn 8 Astragal details 9 1811 of Matettah a components d 74. 7 MAX. OVERALL FRAME WIDTH ZZ Q U lu 0 U IU 4 an P O SWING OVERALL- . FRMETHQUTSURFACE A DIMENSION... DESIGN PRESSURE ( PSF). - WI BOLTS _.:' WRHSURFACE' ' BOLTS .. ... POSRIVE•.. NEGATIVE i P.OS111VE NEGATNE . INSWING 74. 5- x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 74. 5- x 96.5- 47.0 47.0 60.0 60.0 swE: N. T.S. o a sn JK ax rK LFS FL-15036. 9 n 1 or 9 EXTERIOR 46 C 42 N i'— fAA Z p m G U V ZZ INTERIOR 46 R 9 d d Zro mdaI! l HORIZONTAL CROSS SECTION 360 MAX. n A DOOR S PANELWIDTH N Y W EXTERIOR INTERIOR a 4. 11" gym o4 a Gi L -1. 1lf II n a Y $ o e 44 0 2 u TOP RAu TCN mlE o a W W O eh J oo j1. 49' a 3 C PANEL1. 4W -•' i 7 m i OOOR Cknsk croN o j NOTE: WOOO DOOR CO APOMM: OAK ($G a.0.671 T y: 'e:.•. ,? , c i a 1 am 02124112 i rxeN. T.S. o N NINGEmIE4SBOTIOMRAIIVERTICALCROSSSECTIONowoor. 4K 2 weIn LFS ? oewc no.: a FL- 15036. 9 a SW 7yK 9 JZ d 4 4 EMB. PP.) A S C 20 o• • i N' da yj c °i •1 I,'' lllll 1``\\ gi o 2 8 fill U q . Z$i05121407RHh4LCW INTERIOR m s 4 • m d$ 0 ll 3 8 o= 3 2 gg 3 3 p 17 O a rg z r EXTERIOR 10 H 10Si9 E ns bi61 4-'*N HORIZONTAL CROSS SECTION r< v & d 1-1/1'MIN. 3 4 S 3 Shownw/1Xsub-MKK m i o EMB. SYP.) 4 4 4 a E C O.IS C G 0.15 b • • MINK CSINK 8 g N N w a 7 40 1 40 7 J INTERIOR 7 INTERIOR a '" oQI(7t La I, U u a . a a' K 10 EXTERIOR 13 EXTERIOR arc:02124112z1040 L 40 9 10 B sauc: N.T.S. 9B927 d E E OWC. er: dK m uec W. LFS 3 rl-'*N HORIZONTAL CROSS SECTION Z HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION oaA.wc NO.: ° 3 Outswing show„ . inswirp also approved 3 Outswing shown .Inswing also oPproved 3 O .Wpb 9 - ft^g also opproved FL-15036.9 swn 3 a 9 O 0 d IMF m INMR, '46" ch, ama EXTERIOR INTERIOR E: 02124112 N.T.S. s er JK L ar. LFS WM "o.: FL-15036.9 a a or 10 TYP. HEAD R pan MASONRY & JAMBS CL a OPENING C. t 54 T ASTRAGAL SHOWN FOR REFERENCE 2X SUCK - ONLY\ 0 0 W EI z 0M CONCRETE ANCHOR NOTES: rr 1. Concrete anchor locations of the corners may be adjusted to maintain the min. RUCK ANCHORING I" Ld edge distance to mortarloints. 2. Concrete anchor locations noted as 'MAX. ON CENTERmust be adjusted to maintain the min. edge distance to mortar joints, odditionoi concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete cnchortcbfe: MIN. CLEARANCE .MIN. CLEARANCE-ANC140R-, ' ANCHOR, M .. - .. . a wrl: 02/24 12 TO MASONRY To A DJAC ENT. 1 SIZE iMBE . .. ... ANCHOR.'..., ITW sc"l N.T.S. TAPCONO r 4" own W. JK CO 1. 4" CM. LFS IULTIACON41 114, 0PAWN4 WOOD SCftW MFALLA"ON NOFO: I. Mahlah a "**mm w edge CNIMCS. I - 0-0 dwarca & I- oaf wood saw." to pmvent the solffft of -ood 7sITU C r T b• 1 I 1 1 to DETAILSEE L 1. MASONRY TYP. HEAD OPENING 3 JAMBS ASTRAGAL _ SHOWN FOR FRAME REFERENCE ONLY O 2X BUCK IF SEE DETAIL TYP. — r SILL I FRAME ANCHORING M orry 2X buck construction or X0P <= /8 PSF ASTRAGAL STRIKE JAM CONCRETE ANCHOR NOTES: 1. Concrete anchor kscotions of the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as MALT. 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: ANCHOR • ANCHOR.' MIN. MIN..CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT' TO MASONRY TO ADJACENT, ANCHOR: EDGE.. ITIN o IN' 1.114" r 4" TAPCON tTvv 3/16" I-Ilr r TAPCON° nWV JI.RCn ryIL1/Vn nV.u. 1. Maintain a minimum 51F edge distance. r end distance, 6 1' o.c. spacing of wood screws to prevent the splitting of wood. I 1 sDS $ •Q` dm c n SEE DETAIL MASONRYTYP. v a i OPENING — JAMBS ASTRAGAL •`\\ e d a V SHOWN FOR FRAME REFERENCE — ` fed ONLY U Y p z c 2X BUCKIF SEEDET 1 SQL SI R FRAME ANCHORING HINGE JAMB S Masonry 2X tuck conshuchon m for DP > 48 PSF and DP <= MM 2 l 2 63 9 K RR 10 pp W W O 10 rE _ b N 63 l 64 0 0 DETAIL I DETAIL 1 AHa haaaVfWfaCe bdt Attach ashyppaaUwAace bolt i es fo home shake ptales fo home HINGE DETAIL _ v, as shown (Outswlrpl as shown (Wv inpl — i 63 65 66- L am 02124112 i 27 scus: N.T.S. 0 0. w: Jlc m am r: LFSV 3 DETA1l l DEMIL 27 5R.4 .a c Attach surface bait Attach surface bolt LATCH B DEADBOLT DETAIL FL-13036.9 strike plots at the threshold strike plate of the threshold lats Dl M 01 spar g ar a 7.s SEE DETAIL J 1 MASONRY ryP, HEAD OPENING JAMBS ASTRAGAL _ SHOWN FOR FRAME REFERENCE ONLY 00 I X BUCK F SEE DETAIL SILL — slu I fRAME ANCHORING M orry I X Duck cornhuction fall DP <- 48 PSF L r an SEE DETAIL OPENING S JAMBS E } s=u 5R dmaze ASTRAGAL SHOWN FOR — 4= FRAME REFERENCE ONLY 0 m 1XSUCK F — r: xts SEE DETAIL I SILL — SILL I 1 9" i o c=i r r r t rILU fRAME ANCHORING ASTRAGAL STRIKE JAMS Masonry I X buck construction CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as MAX. ON CENTER' must be adjusted to main fain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the MAX. ON CENTER' dimension are not exceeded. J. Concrete anchor table: ANCHOR ANCHOR MIN. CLEARANCE.: MIN. CLEARANCE TYPE: EM(tEDMENi TO MASONRY.- TO ADJACENT"' SRE EDGE •; •: ANCHOR ..: ;. ITW a 1jr 1.1/r r r TAPCON ITW TAPCONO 311C T•T A, 3" 1.1/r W000 SCREW INSTALLATION NOTES: distance. 1' end distance, d 1' o.c. spackv ofMalnfahraminimumS/B' lI. edge wood screws to prevent the spEHing of wood. far OF 48 PSF and G OP <- 6MF y 67 kA 63 l 64 DETAIL 1 DETAIL Attach roaoVwAace bolt Attach as wrlace ball 8s to frome hGO to home MIDIasshown (Outsw6r91 63 6r 66 64 63 DETAIL 2 DETAIL ! Attach surface bolt Attach stdoce boll shoe plate of the threshold stnke plate of the threshold IOulswtgl M *Vl HINGE JAMB LATCH A DEADBOLT DETAIL ell. JK ell: LFS avc No- FL— 15036.9 vLofj A. Yi •• ci a N, N R„ 7 7s xZU gala95.25ro mafE ISM 18.38" 20.63' 1es 14.38' a c 13 TYP.$ c 13 nP. nP. 13 I'^ m u a 4s Z 3. 2S' 3.2S 2' 2' 0. 75 1.9 0.7S tQ 2 pwWWai N SEE NOTE I A-4—ow La ie li o_ o 1 A G 1 p c Z Y a — NOTE: cm 02124112 i etc N.T.S. ca 1. THE ASTRAGAL BOLT HAS A 3-THROW AT THE TOP AND owc. m: JK m THEBOTTOM. pa. BY. LFS ; oMwNc w0.: c N FL- 15036.9 c agar - L or 9 Oa a Blll Of MATERIALS OfSCRIPRON MATERIAL IX BUCK SG >= 0.55 wOOoP2XBUCKSG >= 0.55 W000 MAX. I/4"SHIM SPACE WOOD I /4" X 2-3/d' PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE F I/4" X 1-3/4' RVV CONCRETE SCREW STEEL X 3-1/4" PFH ITW CONCRETE SCREW STEEL I/4" x 3-I /4" PfH ITW CONCRETE SCREW STEEL I /4" X 2-1 /4' PFH ITW CONCRETE SCREW STEELr3/ 16 1 /4" X 3-3/4' PFH ITW CONCRETE SCREW STEEL q10 X 2" PFH W000 SCREW STEEL q8 X 2-1 /2" PFH WOOD SCREWl.l S"MIN. EMBEDMENTMAWM. HURRICANE ASTRAGAL 2 ASTRAGAL STRIKE PLATE 3 ASTRAGAL FLUSH BOLT 4 ASTRAGAL FLUSH BOLT RETAINER 1 SHORT REACH COMPRESSION WEATHER-STRIP 8 LONG REACH COMPRESSION WEATHER-STRIP CAM 9 4" X 4" HINGE .09T' THK. vl o n Y 0pnAl I ' ii c z o m dit ov o _ NEAD A SIDE R 9 p a 19 20 lamb m • m & a E li Oj 41 1 4 IR aj 1 W m `d J I BUMP FACE INRESNOID LOW PROflIE gi w o$ m J rc m d oI8 a 5.75 --" T L L 1 T N N Zil V 11 W W — SJ Elf A USTING SAOOLE TNRENOW uT V N 14 1r DOOR o0 k' Ww 4.56" 2 36 h e 66 T W c = z ua 0-M 02 24 12 i scut: N.T.S. ° 79HIGH WATER 0 TNRESNOLD ore. W. JK m' 2 as er. LFS ; onww No_- a N FL-15036.9 09E, sNm 9 or yq o Y G d STEEL STEEL 11 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Phone 813.G59.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craw Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3. Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.10 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.10 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. 2. Drawing No. Prepared by No. FL 15036.10 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by vo2 . 5"+'/N Anchoring RW Building Consultants, Inc. (CA #9813) e` `':•'{. 1%; ;• .. ASTM E1300 Glass Load Lyndon F. Schmidt P.E. No 43. •'. M4. Quality Assurance it Certificate of Participation issued by National Accreditation and Managemem Institute, certifying that Therma Tru Corporation is manufacturing products = -G : _ within a quality assurance program that complies with ISO/IEC 17020 and S i i t_ Oi- = Guide 53. :0.a'- Sheetlofl i':`v, .;;!5•-i?,y Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Sianed & Sealed by Lyndon F. Schmidt, P.E. Sinned & Sealed by yndon F. Schmidt, P.E. Lyndon F. Schmidt. P.E. FL PE No. 43409 10116/2017 THERMANTRU' DOORS Classic -Craft. FIBERGLASS DOUBLE DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017I Florida Building Code FOCI 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 wall dressing or stucco. 3. When used to the *HvHr this product Is required to be protected with an impact resistant covering that compiles with Section 1626 of the FBC. 4. when used in areas outside of the' HVHT requiring wind bome debris protection this product is required to be protected with on impact resistant covering that complies with FBC Sections I W?.1.2 tL 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 orchitect. 7. Outswing configurations using coastal sin item #39 under active doors and all sib used under sidelites meet water infiltration requirements for HVHr. 8. Inswing configurations and outswing configurations using sin Items #31 & R33 under the active door do not meet the water infiltration requirements for the 1WHZ-. Inswing units shag be installed On the'HVHZ I only in non -habitable areas or of habitable location protected by an overhang or canopy such that the angle between the edge of canopy or overhang to s8 4 less than 45 degrees. TABLE OF CONIENTS SHEET f DESCRIPTION 1 Typical elevations. design pressures d general notes 2 poor panel detans 3 Siddle panel details 3 aZ; detail 4 Homontal cross sectors 5 Vertical cross sections 6 Vertical cross sectors 7 1 Buck and frame anchoring - 2X buck masonry comtnictlon 8 n Frame aw ft -1 X buck mosonry construction 9 Ashagoldetals 10 W of Materials 3 Components j— IQS.S MAl(. OVERALL FRAME WIDTH —{ O IU 9 0 m PP O CJL SWING •.:' OVERALL ...: FRAME DIMENSION... DESIGN PRESSURE PS '" MITHOUTSURFACE BOLTS _. 1NRH SURFACE. BOLTS:.. .. :. PO; RIVE::- NEGATIVE' POSITIVE;` NEGATIVE = INSWING 105.5" X 98.0" 47.0 47.0 60.0 60.0 OUTSWING 105.5" X 96.5" 47.0 47.0 60.0 60.0 scat: N.T.S. rwc. BY. JIr as ma LFS FL- 15036.10 ay 1 or 10 ri-'N noRizomrAL CROSS SECTION 360 MAX. OR AP EOL WIDTH 4.11" Ll 1.4F CK e T- kPMEL 131 NOTEWOWOMCOMPIOAXOGOR) eAMML BOTTOM RAIL EXTERIOR INTERIOR 2'\ VERTICAL CROSS SECTION 2 N. T.S. fc. Or. A x or. AWM NO.: FL— 15036. 10 c xcr 2 or TO 13.7 PANT 7. D.l s4mnlam NOTE: WOOD SORKE COWONt3>t5: PNE (5G )-= 0.421 NOTE: 1. Spacing for Item A 18 & 029 (life frame screws) Is as follows: From the bottom up on sides: 6.5'. with 7) more spaced of 9.W o.c. there are (2) screws both top and bottom 2.13" In from each comer. EXTERIOR uu \ INTERIOR ORIIONTAL CROSS SECTION X GLASS BITE MIN. 46 ISS THK. 25 EXTERIOR TEMPERED GLASS T AIR SPACE I... . 1/8" TEMPERED GLASS INTERIOR GT GLAZING DETAIL fYw 6 om w/ 1/2' MIN. GLASS THK. I/9, TEMPERED GLASS EXTERIOR FAIR SPACE TEMPERED GLASS INTERIOR 2 VERTICAL CROSS SECTION 3 y 111 11 v 82-:= yy 0 oZ{ R$` 9ma4 mau`LO 4 L N.T.S. S JK m W. x: US ; LAWM NO.: a N FL-15036.10 u CU —i or 10 0 a R St a 11 a d 6 6 INTERIOR 1 rl 4 EXTERIOR a • 20 I 0.15" Fes— CSINK PP.) B C 1-1/4•MW. 1 HORIZONTAL CROSS SECTION WAMI A 4 Irg® O- — 17 bl 1.1 1 J J 4 e J EMS. (TYP.) q OutswirlA shown - Inswln9 also approved 5 4 3 6 6 6 NOTE: I. The sidelite is direct set into the jamb with (12) item JIM (118 X 2"PFHwood screw). There are (4) at each vertical jamb from the top down at 13.5". 31"• 48.5" d 66". 2 HORIZONTAL CROSS SECTION 4 aoko a pprov ed - kv." INTERIOR EXTERIOR vv 3 HORIZONTAL CROSS SECTION 1 ouls" conTguration OTE 1 INTERIOR SEENOTE q) 4 EXTERIOR I.1/4"MEN. EMS. (TYP.) Px S HORIZOMAL CROSS SECnON 4 311oanw/ixsub-buck EXTERI01 INTERIOF 4 HORIZONTAL CROSS SECTION 4 ftwho configuration Qom; G: Av- gig N fit' 8 if m5 44m i a8a 4 C _ ( ai v d 2 0 W 3 ac:02124112 AL N. T.S. w.Or. JK a sc tn: LFS i wivc , a FL-15036. 10 = a KU 4 of 10 17 70. U 19 L-7.E INTERIOR 6 1 VEIMCAL CROSS SECTION S ot:o oc .. - b.\*6 for' rea 64 m40 EXTERIOR INTERIOR j INTERIOR O. 62 m r2"'\ VERMAL CROSS SECTION r:- © 1111 000 6 INTERIOREXTERIOR XE, N. T.S. ro. A d oc T: LFS i G1wWG NO.: FL- 15036.10 W i5 aj G 50 M t SEE NOTE 1 INTERIOR EXTERIOR VERTICAL CROSS SECTION iS its pne ed • I "-V INTERIOR EXTERIOR SEE NOTE I (M , n 4 • a 3 VERTICAL CROSS SECTION 6 Outs" conFq mnon EXTERIOR SEE NOTE 1 C 1 i i 9 yy bin; z 1 u5 ^ 3 a zo 11 aRB 6M1 e° M 19 I_ SEE NOTE 1 INTERIOR EXTERIOR INTERIOR r2-'*N VERTICAL CROSS SECTION 6 Slpwnw/IXwbbuck W NOTE; v I. Anchors ossY Ihru head and u A at 4' in from each corner end. $I S VERTICAL CROSS SECTION 6 Ouir" conligurotion 4 VERTICAL CROSS SECTION 6 Imwing con"flon ipi etc- 02 24 12 xL- N.T.S. ro. er: A a. er LFS tAmm No.: FL— 15036.10 an -L or g- 0 2X BUCKSI R E V TYP. HEAD MASONRY g JAMBS OPENING ASTRAGAL AND MULLIONS SHOWN FOR 1 REFERENCE ONLY BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locallors of the cornea may be odjusfed to maintain the min. edge distance to mortoridnis. 2. Concrete anchor locations noted as 'MAX. ON CENTER' must be odkrsted to maintain the min. edge distance to mortorldnts, additional concrete anchors may be required to ensure the MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor fable: ANCHOR ANCHOR MIN MIN.CLEARANCE` MIN CLEARANCE TYPE" EMBEDMENT TO MASONRy . 46 AOJACE/ T SIZE' . EDGE ANCHOR ITIN a 1/d" 1.1/4' 2" d' TAPCON ELCO 1/P 1.1/4' ULTRACON RW a 3/16" 1.1/4' TAPCON VUU 3%-KC"" 1 "3IALLAMU " 1"UIG: I. Maintain a minimum 51W edge distance. I' end distance. d T' o.c. spacing of wood screws to prevent the splitting of wood. O 4 MASONRY OPENING FRAME 2X BUCK I I I SEE DETaI II I TYP. HEAD d JAMBS ASTRAGAL SHOWN FOR REFERENCE M TYP ONLY N F TYP. SILL I SEE DETAIL I ASTRAGAL STRIKE JAMB FRAME ANCHORING Masom 2X tuck construction Attach ostraftdoce bolt strike plo es to frame os shown (Ouhwing) 63 65 lob DETAIL 2 Attach surface bolt stoke plate at the threshold Outswing) 7 to Ed Attach Vsutace bolt shOce pb es to home as stsown Mswing) 64 b3 oErals Attach surface bolt sb&e plots of the threshold hwwgl I l 27 LATCH B DEADSOLT DETAIL HINGE JAMB HINGE DETAIL srxc OIIC. Br: JK FL-15036.10 cu _L or JA n V, T 3- 0 SEE DETAIL MASONRY TYP. HEAD OPENING & JAMBS E 0 A \I- ASTRAGAL, SHOWN FOR FRAME TYP. REFERENCE ONLY CA0 4AT VI OIX8LATCHADEADBOUDETAIL F LNTYP. EM 12 SILL - - - - SEE x mW ------ LA OZ 51 HINGE JAMS 00 ASTRAGAL MIKE JAMB FRAME ANCHORING 2_0 CONCRETE ANCHOR NOTES: Masonry I X buck comtruction HINGE DETAIL La La 1. Concrete anchor locations at the comers may be adjusted to maimfoh the mh edge distance to mortarloints. Izi 2. Concrete anchor locations noted as "MAX. ON CENTER" must be c4usted tomaintainthemin. edge dbtonce to modarjoints. additional concrete anchors63 1z 2 4.1mayberequiredtoensuretheMAX. ON CENTER' dimension ore not exceeded 64o 3. Concrete anchor table: M N.;LiFARANCE.. :MIN.-CL.EARANCE BEDMENT 02/24/12 lax L EDGE ANCHOR.. TW * 63 SCALL N.T.S. a, r ANCHOR ANCHOR TO'MAMRY-.:. .,.TO.ADJACENr EMTYPE -SIZE':.:.: It TAPCON OWG. ey. JK ITIN @— O'EETAIL 2 DETAIL DETAIL In TAPCOMO 3/16- 1.1pr r 1-1/7 cwL LFS Attach surface ball Attach surface bolt Attach Vsurf e bolt Attockhalgrsurf e bdf strit" r, WOOO SCREW INSTALLAYIDN strike plate at the threshold stoke plate at the threshold glares to home st . t.= as shom (Outswing) Ft- 15036. 10 1. A4cdmtdn a minirnum 5ff edge distance. I'end c6tonce. & I"o.c. wocbv of pawing) (OUIW*V) as shavlm (inswing) wood screws to prevent the spOH&V of wood. DETAIL NOTES: r 1 3 SEE NOTE Ia4—- ow I I—wx I ASTRAGAL DM IL NOTE: I. THE ASTRAGAL BOLT HAS A 7 THROW AT THE TOP AND THE BOTTOM. I ••' u J O m 1 lilt 0 Ii5 3a SCAM N.T.S. owc.Or. JK MK I LFS FL- 150JIS.I- a _ 9or 10 OF MATERIALS REM DESCRIPTION MATERIAL REM DESCRIPTION MATERIAL A IX BUCK SG >= 0.55 W000 21 KWIKSET DEAOBOIT •SIGNATURE SERIES 7190 STEEL B 2X BUCK SG >= 0.55 WOOD 22 1/g THK. CELLULAR GLAZING TAPE C MAX. 1 /4"SHIM SPACE W000 23 PLASTIC UP LITE FRAME SMC PVC 0 1/d X 23/4' PFH ftC0 CONCRETE SCREW STEEL 24 I/d INTERCEPT SPACER STEEL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE SILICONE CAULK SI J i''' •••\\ J > a orl A ` ? Y W9 OLD, 4 4 z LT U J ff m 00 N N o 4.sb --- z.lr --11 L 2 a Q T __ 2 34• --1—f —T . 4AT — 19 2p HEAD 310E I6 RUMP FACE IRESHOLD W PROFILE -' Jomb 2.59 SOoc. } 2 IS 236" 4.56" r 1.6g' -" { I 1 AY ' 2.1,17 - 1 68 -" I S.7S - j N - Z u1 T am 02124112 1 se", N.T.S. o a L o.c. en JK o L 1 0.33 -- -- r --i E-- .53• 1 aR s+ LFS ; T oRwm w: 39 HIGH W TE DA IRESHOLD —T 23 lASi1C UP FRAME 1S to T G SIDE 26 PVC UP FRAM .9 N DD WRE W FL-15036.10 9W 12 a 10 O BILL Lvi I 1/2/2018 Florida Building Code Online Business 8 Profe-ssional Regulation db BCIS Home ! Log In I User Registration I Hot Topics I Submit Surcharge ! Stats & Facts I Publications I FBC Staff , BCIS Site Map I Links I Sear• a Pr Product Approval USER: Public User Product Aooroval Menu > Product or Aoolication Search > Aoolicadon List > Application Detail FL # FL15332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvd Wldku3BmvbCOTFy%2fAGnRwpRX RfEB7u42Zdg%3d%3d Year 2008 1/3 1/2/2018 Date Approved Florida Building Code Online 10/10/2017 FL !t I 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 FLIS332 R4 II 08-OOSOOE.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant, No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R4 AE S10807D.odf I t b d e n it a 15332.2 SERIES_420 ALUMINUM SGD; SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NOW, REINFORCED- Limits of use _ _ Approved for use in HVHZ: No, Approved for use outside HVHZ: Yes Impact Resistant: No Installation Instructions( FL15332 R4 If 08-00498E.gg,_ Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Design Pressure: N/A',-- _- _ _ _ __ .._ .._ _.. _ - _ __ _ _ _ Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE;[, CreatedRATINGS:' FL15332 R4 AE SL08050.odf by Independent Third Party: Yes, 4 4 REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 11 08-02248C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R4 AE S12968C.odf 15332.41 SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM SGD REINFORCED_ OX, XO, XX 96"x96"1 REINFORCED; Limits of Use Installation Instructions' Approved for use in HVHZ: No _ Approved for use outside HVHZ: Yes, FL1S332 R4 H 08-02249C.odf Verified By: Luis Roberto Lomas 62514. Impact Resistant: No Design Pressure: N/A: _ Created by Independent Th_ ird Party: Yes Evaluation Reports` FLIS332Other: REFER TO APPROVAL D_O_CUMENT_FOR _DESIG N PRESSURE RATINGS. R4 AE S12969C.odPi Created by Independent Third Party Yes REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 I1 08-022SOC.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R4 AE S12970C.odf RATINGS Created by Independent Third Party: Yes 1S332. 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 FLIS332 R4 It 08-00499E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R4 AE S10806D.odf RATINGS 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 FLIS332 R4 II 08-OOSOIE_odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62S14 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLLS332 R4 AE S10808D.odf 15332. 8,' I SERIES 430/440 ALUMINUM SGD I SERIES 430/440_ ALUMINUM SGD Me 143"x80" NON ;• mils of Use Installation Instructions 1/5/2018 Approved for use in HVHZ: No FLIS332 R4 II 08-OOS02E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R4 AE S10809D.odf RATINGS Created by Independent Third Party: Yes 1S332.9 I SERIES 430/440 REINFORCED I SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 If 08-OOS03E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R4 AE S10810D.odf RATINGS Created by Independent Third Party: Yes The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant Section 4SS.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen: under Chapter 45S, F.S., please dick berg_. Product Approval Accepts: fix=`® Credit Card Safe https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOWREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSI81UTY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Ca-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. FRAME MATERIAL- EXTRUDED ALUMINUM.6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09. WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRFO FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. B. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REOUIRE WATER INFILTRATION RESISTANCE. OWJ*MG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8` MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 010 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN I..4 ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—TS' .048' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO, XX. XP, PX, XIP, PIX. TABLE OF CONTENTS DESCRIPTION 1 I NOTES 2 — 3 ELEVATIONS 10 INSTALLATION DETAILS fACASIONS ocseRpmm twir wPa0K0 ADDED CHARTS 03/05/12 R.L. REVISED PER NEw TESTLNC 10/29/13 R.L ADDED nARCE AND nN INSTALNATKINS 12/06/13 R.L. REVISED INSTALLATKIN DETAILS 07/30/15 R.L. REVISED WSTALLATION DETAILS 06/20/17 1 R.L. SIGNED: 062012017 MI WINDOWS AND DOORS LLC 01%IIIII/AA/4 650 WEST MARKET STREET YO S R• LOJfi ii GRATZ. PA 17030 J••%C.ENSF-'95 t• 0 6sorlt = SERIES 420 SGD 96` X 80` NON —REINFORCED o N/ ENOTES zp ; TAT Of y, i'F•'clpR10Q;• wORArweofw. A0r 08 98 E IIIILL1 G``` Luis R. Lomas P.E. FL No.: 62514 seat NTS 0"M 02/23/09 OF 10 LROSERTOLOU P.E. u= MOOOFORO RO LEWrSVALE NC P7R'! 4344s60609 ew+wBefmfAs.mn Fl HI 6- MAX 95- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART p3 FOR NUMBER OF LOCATIONS REOUIRED 17. r I 6- MAX 17- MAX O.C. 0' T O X LAX IUAE ICIiT 6- MAX SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40.OPSF NONE SEECHARTS aT AND /2 FOR OTHER UNITS RATINGS NOTES. 1. MAXLINUAI PANEL SIZE 481l2• t 7r 2. MAXIMUM D.C.O.: 44 W x 74 518' MT MOUNTED METALLICTAND 6- MAX SCHEDULE LOCATED 38 3I4.ON CENTER FROMPANEL BOTTOM AT EACH END OF PANEL BOTTOM RALS ADDED CHARTS REVISED PER NEW TESTING ADDED FLANrE AND FIN INSTALLATKINS REVISED I4STALLAno4 DETAILS REVISED INSTALLATION DETAILS CHART01 WERE WATER INFIL TRATION RESISTANCE IS REQUIRED. SEE NOTE 9S14EET. I Design pressure Chart (pso Frame Singb PallslaW TOW Ftwo WbtD (i1) H 1 30.0 36A 420 48.0 10) 6A 00 7200 D0 moo Pos Nog Pea Nog Pet A" Pos Nep 80.0 40.0 55.1 40.0 482 40.0 434 40.0 40.0 CHART 02 WHERE wATER iwxTRAnoN RESISTANCE IS Not REOUIRED. SEE NOTE 9 SHEET I Design pressure Chan (ps0 Frame 509b Panel am Toth Franc W41A h) Fblplu 30.0 1 36.0 4LO 1180 in) mop1 84.00 96.00 PasPas Hop Pas I Nog Pas Nog Pas Nog 6A0 S5.1 1 55.1-1 482 1 48.2 43.4 43.4 40.0 40.0 CNARTP3 Number0ranoh0rf0eaU0nsr60uUo0 Frerr a Singb Panel e110 Total Frame Walk (In) X0 340 420 48.0 b) 60.0 710 84.a 96.0 HAS J mb H65 Jamb Has Jamb H&S Jamb 80.0 4 5 5 1 5 1 6 1 5 6 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 42D SGD 96' X 80' NON -REINFORCED ELEVATION F.A. 1 08-00498 VALE NTS D`tt 02/23/09 —2 OF 10 L ROSEATO LONAS P.E. I$= wOODFORD RD LEwrSwLLE. NC 2, m 4'N40wat rmrlLa eRn+nP+.caa IPPRDAMMit 03/05/12 R.L. 10/29/13 R.L. 12/06/13 R.L 07/30/15 R.L. 06/20/17 R.L. SIGNED: 062M 17 R I f1/O E N `9F S TAT E OF G; OR1 P Luis R. Lomas P.E. FL No.: 62514 I FI HI 96- MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JMABS SEE CHART 14 FOR NUMBER Of LOCATIONS REQUIRED MAX 17' r6' O.C. MAX I 6' MAX 17' MAX O.C. O x 10' T p LAX AME IGHT 6' MAX 6' MAX CHART &A Numbw o/ &now louuons rpvho0 Ran* SYgb RulN am T"M LIMA W4hOft) Sao Sao 1ao 4ao 1+) 640 mo N.0 YRO HLS i;. HaS I J4mO I H&S lxiue I HLS 507. a0.01 S 1 S I S I a S 1 6 S SERIES 420 SGD EXTERIOR VIEW 2) ANCHORS PER COCAT10N AT SILL DESIGN PRESSURE RATING IMPACT RA SEE CHART 94 fOR NUMBER OF 240.0PSF HONE LOCATIONS REQUIRED SEE CHARTS 91 AND 12 SHEET 2 FOR OTHER UNITS RATWGS NOTE& 1. MAXIMUM PANEL SIZE: 40 I? x 7r 2 MAXIMUM0.L0.:44Wx74W F.A. NTED HANDLE SET (PART 899-04.14S) LOCATED 38 374• TANDEM ROLLERS (PART 099.77•)95) AT EACH END OF NTS Kvocids cesaw ll n Wt.' APPROVIZ ADDED CHARIS 03/05/12 R.L. RMED PER NEW TESTING 10/29/13 R.L ADDED FLANGE AND FIN wSiALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/1S ILL REVISED INSTALLATION DETAILS 06/20/17 ILL SIGNED. mo&017 MI WINDOWS AND DOORS LLC 011 11I11/,/, 650 J S REIVO4frCRAT2.MPAK1 030REET b G SF •`P 0 61 + SERIES 420 SGD 96' X NON —REINFORCED o7/EFINFINELEVATIONp • TAT OF o F• ,[ORlO• : 4,10WA 1Exx Luis R. Lomas P. . a c w 08 00498 ntv E as 02/23/09 OF t0 L RODERTO LOMS P.E. N32 HOOLYORD Ao LflMS V uE. AIC 27029 4346E6csre m .a,,, FL No.: 62614 1MIN, EDGE D DISTANCEoLscrovllow PAR APPROV u A ADDED CNAItTS 03/05/12 ILL B REVISED PER NEW TESnNG 10/29/13 ILL WOOD FRAMING 1 3/8• MIN. ENT C ADDED I LANCE AND RN INSLLLtAnONS 12/06/13 R.L OR 2X BUCKBT BYOTHERSD REVISED INSTALLATION DETAILS 07/30/1S R.L 1/ 4- E REVISED INSTALLATION DETAILS D6/20/17 R.L MAX. SHIM 10 WOOD SPACE 1 3/8• MIN. 1/4MAX. SCREW EMBEDMENT F SHIM SPACE INTERIOR 1MIN. EDGE DISTANCE EXTERIOR II II II II INTERIOR f0 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS NOTES: I. INTERIOR AND EXTERIORFWISHES BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT' BY OTHERS TD 9E DESIGNED W ACCORDANCE N4TH ASTM E2112 E SET IN APPROVED SEALANT 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. WENT MIN. STANCE EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 06J2 M 17 MI WINDOWS AND DOORS LLC 650 WEST TZ. MARKET PA STREET GRA' 9 J 5 REW0fir• j} SERIES 420 SGD 96• X 60' NON —REINFORCED g FRAME INSTALLATION DETAILSvTATOFa 1D'c.•'OZOR101;• isSONAI oAArw: F.A. owc ND. ALV 08-00498 E E GN 1HIIIIt A scutNTS —4JWK02/23/09 OF 10 Luis R. Lomas P.E. L A08EATp LOAKS P.f. 1412 w000FORD RD LEwlSvrttE AA::7p2J a7.ew 6e> m , m„ FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE EXTERIOR 1/4- MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR dLL TO BE SET IN BED OF APPROVED SEALANT 1/2, MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: IERIOR AND EXTERIOR FINLSHES, BY OTHERS, ZSHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AST1M E2112 T 1/2' Mll EDGE DISTA I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS T16CArof10N chit APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FIANCE AND FIN wSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETALS 08/20/1? R.L. JAMB INSTALLATION DETAIL METAL STRICTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96' X BD_ NON —REINFORCED FRAME INSTALLATION DETAILS ORWM NRC Ra F.A. 08-00498 scut NTS o"M 02/23/09 5"M5 OF 10 L ROBERTO LOAK$ P.E. I4XWOOOFORD RD LEWLSVRLE. AC Z,= dlM10009 rCLruMimltnm.mm SIGNED. 0&20/2077 GENSF'`1' Lo„625 •• =_ 7 oT(( AT44EOF • - S ONA ILEaG Luis R. Lomas P.E. FL No.: 62514 AM9oms 1 1/2- MIN 1' MIN. Iv DEstOV1111 DATE APPrOvtD SEPARATION EDGE DISTANCE A ADDED CHARTS 03/05/12 R.L. B REWAD PER NEW TESTING 10/29/13 R.L. a " _ C ADDED FIANCE AND RN INSTALLATIONS 12/06/13 R.L. 4. "• ; • 1 1/4' MIN. D REVISED vmAl1AT10N DETAILS 07/30/15 R.L. e. •; e:. EMBEDMENT 1 1/4- MIN. CONCRETE/ _ EMBEDMENT E REVISED WSTAUATION DETAILS 06/20/17 BY OTHERS R L MASONRY 1/4' MAX. SHIM SPACE OPTIONAL . :. / ' MAX. 1x BUCK ' ° T7 TO BE 1' .o I SHIM SPACE PROPERLY MIN. . ` I INTERIOR SECURED EDGE SEE NOTE 3 DISTANCE SHEET 1 3/16' TAPCON D 1 II MIN .: . • I E EXTERIOR INTERIOR SEPARATION SILL TO BE SET IN :o A BED OF APPROVED SEALANT 3/16- TAPCON - 3/16' TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS MASONRY/ OPTIONAL IX'BUCK JAMB INSTALLATION DETAIL CONCRETE TO BE PROPERLY CONCREIE/MASONRYINSTALLATION BY OTHERS SECURED SEE NOTE 3 SHEET 1 e• _T NOTES: e 1 1/4' MIN. 1.INTERIMAND EXTERIOR RNISHES.BYOTIiERS, nEMBEDMENTNOTSHOWNFORCLARITY. e'' , . 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITHAST M E2112 SIGNED: 0& 2=017 2 7/ 8' MIN 1' MIN. MI WINDOWS AND DOORS LLC `11II11II//,/, SEPARATION EDGEDISTANCE650WEST MARKET STREET `Zpm, It • LO i VERTICAL CROSS SECTION GRATZ. PA 17030 r •G E IV qe. CONCRETEiAUSONRYWvSTAUATON SERIES 420 SGD 96' X 80' NON —REINFORCED FRAME INSTALLATION DETAILS TAT E OF ; 2 wArrK oe no xLv ..e'cF•'cIORIO:• WeAU NTS ONE 02/23/09 OB 6B OF t0 E SS o 11A111 NG` LROBERTOLOMASP.E. Luis R. Lomos P.E. 0422 wp00AWADLEwiSmLEAK2T0.'7 FLNo.: 62514 WOOD FRAMING 1/2 MIN. OR 2X BUCK EDGE DISTANCE BY OTHERS 110 WOOD SCREW 0 FRAMING 2 2X BUCK BY OTHERS 1 3/8' MIN. EMBEDMENT 1 3/8' MIN. . EMBEDMENT 1/4' MAX. SHIM SPACE T- 1/2" MIN. WOOD EDGE DISTANCE 10 SCREW OOD EXTERIOR INTERIOR 1 SCR VERTICAL CROSS SECTION WOOD FRAMING OR 2X &ACX INSTALLATION NOTES: I. IM MORAND EXTERIOR FINISHES, BYOTNEAS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2I12 IE SET IN APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS MIN. VENT MIN. w Q JISTA.\CE t/4' MAX. SHIM SPACE MVISONS DCSCRFWN DATE 00*040 ADDED CHARTS 03/05/12 RL REVISED PER NEW TESTINC 10/22/13 R.L. ADDED FIANCE AND FIN INSTALLATIONS 12/06/13 ILL REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 1 RL INTERIOR L EXTERIOR JAMS INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLA TION SIGNED: 08t"O17 MI WINDOWS AND DOORS LLC 1111 1111//,F, 650 WESTMARKETSTREET TZ,P J S RE N Oy ' G9F''P it• 4T5OF SERIES420SGDX 80` NON —REINFORCED LA FLANGEINSTALLATION DETAILS D' ot:•' clpR10T:• ?: oluwlco.e Il0. ALv 08 E Luis R. Lomas P.E. FL No.: 62514 A1L NTS 24'f 02/23/09 78 OF 10 LROWRTOLOM4SRE. u02w000FORDRDLEWWMLENC.-= 1/2' MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /4' MAX. SHIM SPACE 810 SMS OR SELF DRILLING SCREW INTERIOR ILL TO BE SET IN L BED OF PROVED SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FlN SHEA BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT SYOT HERS TO BE DESIGNED IN ACCORDANCE WITNASTM E2112 1/2' MIN. EDGE DISTANC 010 SMS DR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS Rlv 06CAVtl4R wtE I AFPROQD A ADDED CNAWS 03/05/12 ILL B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 ILL D REVISED INSTALLATION DETAILS 07/30/15 R.L E REVISED INSTALLATION DETAILS 06/20/17 ILL JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST.MARKET STREET GRAT2. PA 17030 SERIES 420 SGD 96" X 80' NON —REINFORCED FLANGE INSTALLATION DETAILS F.A. 08-00498 scat NTS ' °" 02/23/09 —8 OF 10 L ROAERTO")AWP.E. 1A1' WOODFORD AD LEWISVILE NCJ9= dbwAwwowv.."M SIGNED: OW02017 111/1 J 51 R ! IL 0 GENS • J+ ATTIARK7_*, 46-= ODNA 11E ;NZ Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2' MIN SEPARATION EXTERIOR 1' MIN, EDGE DISTANCE 1 1 /4' MIN. e: • EMBEDMENT L 1/4' MAX, SHIM SPACE INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT W.; : r t A. 1/4' MIN. EMBEDMENT e 2 7/8' MIN 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE444SONRY INSTALLAnON 1 1/4' MIN. EMBEDMENT 1' MIN. EDGE DISTANCE . 3' MIN SEPARATION R 9cscwpfwm MR APPROVID ADDED CHARTS 03/06/12 R.L REVISED PER NLMW TESTING 10/29/13 R.L. ADDED FLANCE AND FIN INSTALLATIONS 12/06/13 ILL REVISED INSTALIATgN DETAILS 07/30/15 R.L REVISED INSTALLATION DETAILS 06/20/1? ILL 1/4' MAX. SHIM SPACEF 3/16' TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETE/MASONRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. IMERIORAND EXTERIOR FINISHES. BYOTNERS, NOT SHOWN FOR CLARITY. 2 PERIAIETERAND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCOROANCE WITNASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SOD 96' X 80' NON —REINFORCED FLANGE INSTALLATION DETAILS aR.we oMt wo. F.A. 08-00498 WILE NTS I 01a 02/23/09 —9 OF 10 L. ROBERTO LOLLAS P.E. last kvOCOFORD RD LEYnSwLLE. AS 2700 aaL.oeos uRP n>w..mm SIGNED: OWWO 11111111/// R. L Gd i i GEIYS 9S i Mr 51OF FtoR1O1: G t4` IVA l E`i``` Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING r 1 , MAX BY OTHERS I SHIM SPACE 8 WOOD SCREW INTERIOR 1/,- DMIN. EMBEDMENT v V APPROVED SEALANT BEHIND FIN EXTERIOR 7/16- MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOODFRAAw4OR2XBUCXwSTALLAT0N METAL STRUCTURE BY OTHERS APPROVED SEALANT TRIM BEHIND FIN 1 1/4- MILD. g8 WOOD EMBEDMENT WOOD FRAMING SCREW BY OTHERS INTERIOR J 1/4- MAX. HOOK STRIP 7/16' MIN, EDGE DISTANCE EXTERIOR RMSIONS DOWRIPTION MTf APPROVED ADDED CMARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. HOED FLANGE AND FIN INSTALLATIONS 12/06/13 ILL REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. 1 5/8- MIN. EDGE DIST. TRIM - INTERIOR MASONRY/CONCRETE BY OTHERS 1/2- MIN. EDGE DISTANCE HOOK STRIP SHIM SPACE 110 SELF DRILLING INTERIOR VERTICAL CROSS SECTION rv000 FRAAW4 OR 2K 8uCK wSTALLADCN FOR SILL INSTALLATION SEE SHEETS i9. NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SHOKW FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 2X BUCK OR WOOD FRAMING BY OTHERS TRIM - INTERIOR HOOK STRIP SCREW I PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/2- MIN. EOGE DISTANCE 1 3/8- MIN. EMBEDMENT SNOOD PANEL I IEW EXTERIOR INTERLOCK NOOK STRIP INSTALLATION 2X BUCIVWOOD FRAMING 1 1/4- MIN. EMBEDMENT 1X BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED 3/16- TAPCON EXTERIOR ' PANEL INTERLOCK NOOK STRIP INSTALLATION MASONRYOCONCRET'E MI WINDOWS AND DOORS LLC 650 1NEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96- X 80' NON —REINFORCED FIN AND HOOK INSTALLATION DETAILS DRAfq! OrD xA F.A. 08-00498 s ae NTS I DOE 02/23/09 SIatT 10 OF 10 L ROBERTO LOWS P.E. 14'L2 NOODFO RDAD LEwJSYB1E. NO n= lL6afAb9 Ibmas aLNnaap,cum SIGNED: 0612W2017 J\ S1t 1I I`l 9 i 0 St•x= pE OF ;hc G ONAl, a` Luis R. Lomas P.E. FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS, OPTIONAL. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. B. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANC HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8• MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE /10 SMS OR SELF DRILUNG SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD — MINIMUM SPECIFIC GRAVITY OF C-0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. CRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 1BGA, 33KSI OR ALUMINUM 6063-T5 .048" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, XO, XX. XP, PX, XIP• PIX TABLE OF CONTENTS DESCRIPTION 1I NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATIO A ADDED FLANGE AND FIN WRALLATION 12/IO/13 RL B REVISED INSTAUAT10N DETAILS 08/03/15 RL C REVISED INSTALLATION DETAILS 06/21/17 RL SIGNED:OBA W017 MI WINDOWS AND DOORS LLC 650 WEST 1111 1111rI a RENO;f•9 iGRATZ, MAAKET17030REET 0 6SERIES420SCDREINFORCEDWITHOUTADAPTER 96' X 96• NOTES rp E OF ; oF•'clOR10P• $4 i SS1ONA"iG, Luis R. Lomas P.E. N-1: tbG Na 08-02249 RLY C ut a1tNTS 10/30/13 1 OF 10 LROSERTOLOWS P.E. 1432 w000FOAD RD LEWVV4LE. NCt7RT 4N40-009 FL No.: 62514 96' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REOUIRED 6' MAX r 17' MAX I O.C. -I 6' MAX 6' MAX f 17' MAX O.C. 96' MAX FRAME HEIGHT 6' MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE R9TWO LMPACTRATING 335.0PSF NONE SEE CHARTSOf AND 02 FOR OTHER UNITS RATINGS NOTES: J. • MAXIMUM PANEL SIZE: 4E I/r x .W MAXIMUM D.L.O.: 44 W x 90 St8• CHART sJ WHERE WATER INFdTRATOV RESISTANCE JS REOUIRED. ccc. - ae..rrr. t1MSpNS a" DucmvroN O.dT I MPNO/ED A ADDED FLhuGE AND FIN INSTALlAnor4 12/10/13 RL B REVISED INSTNIATION DETAILS 08/03/15 R.L. C REVISED 114STALLATION DETAILS 06/21/17 R.L Design pressuro an (pso ROmf Sa1pb Pft* t am Tout Ram Hain (h) IU 1 300 36.0 4In INE0.00 7200 0Pos NapPosNapPotNep90.040.0 5d4 40.0 S0.9 40.0420Edo 40.0 55.2 4D.0 480 40.039.4!2040A Sta A4SA e0.037.1!d0 40.0 Ae 00 J.1 JeA35.0 CHART02 WHERE WATER #4FXTRATON RESISTANCE IS NOT REOUIRED. SEE NOTE 9 SNEET I Design presume eheR (p3Q Ram Sft% Pand 410 TOW FILM Wdjh (in) M 3d0 1 MO 420 1 4E.0 b) 6doo 7200 840D E6.OD Pos Nap I Pos Nap Pos MOO I Pos 1 Nop 8430 BOA 5d4 1 50.9 50.9 45.7 45.7 42.0 42.0 0 552 552 4&D 4d0 43. R0 J9A 39A 020 4 52.4 45A 45.4 40.0 40.0 J7.1 39,4 40 49.8 49.0 4J.1 W.1 JA4 WA 35.0 3&0 ruAar x9 Number or anchor loeatlonsraevJrod Rates S61010 Panal Ono Taal ftaj WIdIA pAI, NO iF J40 JSO 420 Id0 Wa60. 0 72D 14.0 96.0 H85 I Jamb I HaS Jamb HaS I Jamb HES Jamb 040 e 6 51 B 6 6 e 6 Edo 8 5T 6 6 6 6 6 O20 4 8 5 8 8 6 e 6 OLD 4 6 5 6 6 B 6 8 MI. WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SOD REINFORCED WITHOUT ADAPTER 96- X 96' ELEVATION SIGNED: 0&2lr20T7 STATE OF MARDWA FLATMOUNTEDHANDLE ( 99.04 t AT383nu ON CENTER FROM PANEL BOTTOM scut NTS o'er 10/30/1308_29 OF 10 C ,/ssl iAtlEaG``\` METALLIC TANDEM MILERS (99.17.195)ATEACH END OFPANEL BOTTOM RAILS LA08EATOcOtta43P.E. Luis R. Lomas P. E. JAONUM8063•TeREINFORCEMENT (688)ATALLPANELNTERLOCICS143w000FOR0RDLEwtSVALE,aC27W2 40+4Ids•e6e9 Ao,,,,s ywt, arp,,m„ FL No.: 62514 e L FR HE 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD k JAMBS SEE CHART /4 FOR NUMBER OF LOCATIONS REQUIRED t7' MAX6' MAXI r--T O.C. I 6' MAX 6' MAX 17' MAX O.C. 6' T- AX kME GHT 6' MAX 1 SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT) SILL ANCHORS PER LOCATION EXTENOR VIEW SEE CHART 14 FOR NUMBER OF LOCATIONS DESIGN PRESSURERA7WG IMPACTRATING REQUIRED t35.0PSF NOAIE SEE CHARTS 01 AND r>2 SHEET FOR OTHER UNITS RATINGS HARDWARE A (1) FLAT MOUNTED HANDLE SET (99-W-146) AT 38 3l4. ON CENTER FROMPANEL BOTTOM 1) METALLIC TANDEM ROLLERS (99-17-19S) AT EACH END OF PANEL BOTTOM RAILS C. I ALUMINUM W63-TSRENFORCEMENT18")ATALL PANE LINTERLOCKS Ad DtscaPI" oat .vrao+to A ADDED FLANGE AND FIN D.11uunoR 12/10/t3 R.L B REVISED WSTALMTX)N DETAILS 09/03/15 R.L C REVISED INSTALLATION DETAILS 06/21/17 R.L. NOTES: 1. MAXIMUM PANEL S2E 40 Mr.# 9S' 2. MAXOAUM D.LO.: 44 SA3 r 9D S2' CHART im NumDor o/onoAor soeedonsr"wred Freno Slnpio PJMI WW Taml UYIa WW81(if) EOM 30. 0 30.0 42.0 to h) 60.0 720 44.0 mo Iw Jamb H65 JemO H!s J1mD H&S JomO a 4 6 6 6 IT 6 8 6 840 4 6 S 6 8 8 8 B' 9" 4 6 S B 6 6 6 6 96. 0 4 6 S 8 8 8 e 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96, FIN ELEVATION V.L 1 08-02249 srxt NTS D'rz 10/30/13 —3 OF 10 L R00ERTO LOMAS P.E. IU2 WOODFOW ROLEWISVALE. NC27= JN:,w." w dipffm2ok mnAtoom SIGNED: OW 112017 4-.T4A1Ti 0AOFZOR10: • LulsR. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 110 WOOD SCREW 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. MENT 1/4' MAX. SHIM SPACE INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X 8UCK INSTALLATION NOTES: I. IAFTERIOR AND EXTERIOR FINISHES, BY OTHER& NOT SHOWN FOR CLAIM. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WMJASTM E2t t2 SILL TO BE SET IN A BED Of APPROVED SEALANT MIN, ENT IIN, wuc volANCE ALY SO4 xv MN aTE APP0.0YEp A ADDED FIANCE AND nm owmLAT10N 12/10/13 ILL B RENSED INSTALLATION DETAILS OB/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 3/8' MIN, 1/4' MAX. EMBEDMENT r SHIM SPACE T-- I 1/2' MIN. EDGE DISTANCE 110 WOOD SCREW EXT& WOOD FRAMING JAMB INSTALLATION DETAILOR2XBUCK BY OTHERS WOOD FR04ING OR 2X BUCK INSTALLATION INTERIOR SIGNED: 0612112077 MI WINDOWSAND DOORSLLC 650 EST STREET 5 CRATZ. PA 17030 C.ENs'9;% SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 9TA X 9OFRAMEINSTALLATION DETAILS 51oof or> r 9'G ETAT olu+rLc orc w. 2oO,• o'AZORl01:•'`` sou4t 08-02249 C iL/rjs ONAI E G`` o.TENTS 10/30/13 —4 OF 10 41111111\ L ROBERTO LOWS P.E. I+= WCODADRD AD LEWASYWA NC27= Luis R. Lomos P.E. 4$ 44304W Ahm ,*r.cm FL No.: $2514 METAL STRUCTURE BY OTHERS 1/2' MIN. j EDGE DISTANCE r 1/4* MAX. p ® r SHIM SPACE 110 SMS OR SELF DRILLING SCREW EXTERIOR I i I l' I I I I INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRICTURE INSTALLATION NOTES: I. INTERIOR AND EXTEA/ORFINISHES. BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 T 1 /2' MI. EDGE DISTI I 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS ItrifiMed ALV CTSCIeP11Du aft I APPANM A ADDED FIANCE AND FIN INSTALLATION 12/10/13 R.L. 8 RMSED INSTAUATION'DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' K 96' FRAME INSTALLATION DETAILS aftw* 5w 110. R V•L 1 08-02249 NTS °"tt 10/30/13 —5 OF 10 L. AOSERTOLOMOLS P.E. Z WOODIFORD RD LEWISvuLE Nc 2TW2 SIGNED: OW1/2017 R I LID GEIvs 9s' 0AT OF •,*' Gam? S1ONA u0`` Luis R. Lomas P.E. FL No.: 62514 1 1/2' MIN 1' MIN. SEPARATION EDGE DISTANCE r e 1 1/4' MIN. a•. EMBEDMENT CONCRETE/ a' I MASONRY BY OTHERS 1/4' MAX. r SHIM SPACE OP I 1x SUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 ' 3/16' TAPCON 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR I I I I I I I INTERIOR SILL TO BE IN A BED OF APPROVED SSEALANT A a• 1 1/4' MIN. EMBEDMENT a 2 7/8' MIN 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETFJIIIAS NNW INSTALLATION DAZE Appw4DptsCAlrofoM ADDED FIANCE AND FIN INSTALLATION 12/10/13 R.L. R[VISEO INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETALS 06/21/17 R.L. 1 1/4' MIN. EMBEDMENT 1' o SHIM SPACErMIN. INTERIOR EDGE DISTANCE 3" MIN I aSEPARATION 3/16' TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 1X SUCx CONCRET&MASONRYINSTAL LATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITH AST u E2T I2 SIGNED: OW M/2017 MI WINDOWS AND DOORS LLC 650 WEST STREET 111 IIIIfII,, 0 GRATZ. MPAKET 030 SERIES 420 SGD REINFORCED WITHOUT 'ADAPTER 1t• 0 61 96" x 96" FRAME INSTALLATION DETAILS pTpfOF ` N1IIAfV.LDe OnC "°• ar OB C S;:COR10P SI/OII lil a``` se°LNTS °"n 10/30/13 s"OLT69 OF f0 L 11IDNWOI QUAS P.E. Ia72 wOODADRO AD LEWI 1aa NC:70b Luls R. LOmos P.E. 24eµosos dbmadme,,,, e,,, L No.: 62514 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1 3/8' MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/4' MAX SHIM SPACE B10 WOOD SCREWS EXTERIOR LL U LU INTERIOR f0 BE SET DL OF VED SEALANT 10 WOOD SCREW XD FRAMING OR 2X SUCH BY OTHERS MIN. TENT wV V•J•MYG VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCKWSTALLATOV NOTES: I. WTERIOR AND EXTERIOR FINISHM BYOTHERS• NOT SHOWN FOR C1ARrTY. PERIMETER AND JOINT SEALANT BY OTHERS AD BE DESANED IN ACCORDANCE WITH AM E21I2 1 3/8' MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS 1RM670r4t MV OESOOVIw Olt ANWMVm A ADDED FLANGE AND FN INSTALLATION 12/10/13 R.L. B REVISED INSTAUATION DETAILS 08/01/15 R.L C REVISED NSTALLATION DETAILS 06/21/17 RL 1/a' MAX, SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK MISTAU.A TKbV SIGNED: 0&2112017 MI WINDOWS AND DOORS LLC vll+llrrr r 650 WEST MARKET STREET GRATZ. PA 17030 A S R• L 0 -//, pENg'9s i SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 5 * 96' X 96' 6{ r FLANGE INSTALLATION DETAILS yT'gf `0'F M Lac No. Kv O. A S'cLOR%,D : OB-02249 C SIOIIInj11"\``` NTS 10/30/137 OF 10 tROBFRDLE"ISIsa.. I.rwoo DInADRDLew avlL AL'27>L,T Luis R. Lomas P.E. d3&cjsaws A.0506MnnD..o FL No.: 62S14 META. STRUCTURE BY OTHERS 110 sus OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2 MIN. EDGE (-- DISTANCE EXTERIOR 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES I. INTERIOR AND EXTERIOR FINISHES, By OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4• MAX. SHIN SPACE r p0 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF PROVED SEALANT 1/2" MIN. EDGE DISTAN( 110 SMS OR SELF DRILLING SCREWS META_ STRUCTURE BY OTHERS aTe rnawm A ADDED FIANCE AND FIN INSTALIAT10N 12/10/13 ILL B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED WSTALLATIDN DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED.- 06,2112017 MI WINDOWS AND DOORS LLC 1111 IIII/II 650 WEST MARKET STREET CRATZ. PA 17030 5 R' LO i E9vi i SERIES 420 SCD REINFORCED WITHOUT ADAPTER TA6 > r 96" X 96, INSTALLATION DETAILSTIO e OF z LtlW1L• V.L. Mc ra 08-02249 n' C uFLANGEO . ii'F'.LGRIO• 504, NTS of 10/30/13 T8 OF 10 1/ 1,1iYA11E` ILROBERTOLDWA&P.E. f-kV"00DFORDADLEMISVAILE, NC2M= Luis R. Lomas P.E. 4344& 14M ,o" FL No.: 62514 I 1'/2• MIN. 1 • MIN. Itr4so4 SEPARATION EDGE DISTANCE uv Dmcw " att APvaorEv A ADDED FLANGE AND FIN INSTAlLAT10N 12/f0/IS R.L B REVISED NWALLATION DETAILS OB/OS/IS R.L. C REVISED WSTALLATION DETAILSO6/t1/17 R.L11/4' MIN. EMBEDMENTCONCRETE/ ° MASONRY EMBEDMENT BY OTHERS 1/4' MAX. OPTIONAL SHIM SPACE IX BUCK 1/4• MAX. TO BE PROPERLY :. i r SECURED MIN . 1, ' ' SHIM SPACE ' I INTERIOR SEE NOTE 3 EDGESHEET1DISTANCE 3/16• TAPCON D o, EXTERIOR INTERIOR MIN. I SEPARATIDN . a SILL TO BE SET IN o A BED OF 1/16• TAPCON 3/16• TAPCON APPROVED SEALANT EXTERIOR CONCRETEBMASO JAMB INSTALLATION DETAIL MASONRY/ CONCRETSTAASONRY INSTALLATION CONCRETE OPTIONAL 1X BUCK BY OTHERS TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: T I. INTERIOR ANO EXTERIOR FINISHES. BV OTHERS, p 1 1/4• MIN. NOTSNOwNMRcLARttY. EMBEDMENT 2.PERMETERAND JWNTSEALANT BYOTHERS ToBE e,. .. DESIGNED DIACCORDANCEWITHASTME2112SIGNED: OW112077 2 7/8• MIN. I• MIN. MI WINDOWS AND DOORS LLC I1111111r/, SEPARATION EDGE DISTANCE 650 WEST MARKET STREET `5 P. LO4r ii VERTICAL CROSS SECTION GRATZ. PA 17030 v . •VC, E AI S . 9 i i F aa+a,RETE4uAsoNRYD+sTAu.arww SERIES a20 SGD REINFORCED WITHOUT ADAPTER ,t• 26 FLANGE INSTALLATION DETAILS • O TAT FF Nuum . V.L. ONO Na. strut HTS °"n 10/10/13 08_022 99 OF 10 C iS,0NA11 N`` LAMRTOLOKtSP.E. aU2 LYIS R. Lomas P.E. WOODFORD RD 11VASILEAC271,C7 474e38.060 b— Jp.mn FL No.: MIA WOOD FRAMING BY OTHERS 1 1/4' MIN. EMBEDMENT 1- APPROVED - SEALANT BEHIND FIN 18 WOOD SCREW APPROVED SEALANT BEHIND FIN 18 WOOD SCREW 7/16' MIN EDGE DISTANCE EXTERIOR 1/4' MAX 1 r SHIM SPACE 7/16• MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMWG OR 2X SICK INSTALLATIOw 1 1/4- MIN. EMBEDMENT WOOD FRAMING BY OTHERS INTERIOR TRIM 1/4' MAX. f SHIM SPACE K' oczArt n Oct APPRovtD A ADDED FLANGE AND FIN WSTAL1ATKIN 12/10/13 R.L 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 5/8' MIN. EDGE GIST. A TRIM INTERIOR 1 1/4' MIN. EMBEDMENT MASONRY/CONCRETE rI BY OTHERS I 8uCK BY OTHERS, NOOK STRIP 1X BUCK TO BE PROPERLY SECURED 3/16' EXTERIOR 1 PANEL INTERLOCK HOOKSTRIP INSTALLATION MASONAYACONCRETE 1/2' MIN. METAL STRUCTURE EDGE BY OTHERS 1/2• MIN. DISTANCE EDGE DISTANCE TRIM MIN. INTERIOR EM3EDMENT HOOK STRIP T HOOK STRIP alai # 10 SELF DRILLING DI SCREW SCREWED EXTERIOR PANELINTERLOCK INTERIOR EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE HOOK STRIP INSTALLATION SIGNED: 06 27120172XBUCKiwOODFRAMING II. II II II MI WINDOWS AND DOORS LLC 11+Lrnll/ WJ ILjJ 650 RATZ, MARKET 170STREET J` GENS'{''".' VERTICALCROSSSECTIONWORD OLCKSERIES INSTALLATIONF o r *4.TAiiV.F420 SGD REINFORCED WITHOUT ADAPTER IUNVSGLL77NSEFORSruIArSTALUTIONSEESt1£ETS.9, 96• X 96• NAILfIN k HOOK IMSTALLATLON DETAILS Qz qDI. TERIOR AND EXTERIOR FWISHES, BYOTHERS, NOTSHOWNFORCLARITY. D l'= c OR+ OP• V.L a/ G ' 08- 02249 CS 2. PERIMETERAAIDJOWTSEALANTBYOTTIERSTORE KU N7S oA1T 10/30/13 s t10 OF 10///,ONA11E VV DESONEDWACCOROANCEW7THASTME?r12 L ROBERfO[CAL<S P.E. A 2"000FDRDRDLEW95YKLE.AC27NL':'I Luis R. Lomas P.E. 41444B• Nn Al rbnurpr.NLT FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDAL BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ,ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOL11RE0 FOR THIS PRODUCT IN NAND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8• MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 110 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 8. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18CA 33KSI OR ALUMINUM 6063-T5 .048• THICK -MINIMUM 15. APPROVED CONFIGURATIONS: XDL. NOTES ELEVATION 3 - TABLE OF CONTENTS DESCRIPTION ocscmrwm DATE I APPAOKD A I ADDED CHARTS 03/08/12 1 R.L. B REVISED PER NEW TESTING 10/15/13 R. C ADDED FLANGE INSTALLATIONS R. LDREVISEDWSiALlAl10NDETAILSE12/06/113 t5 I E REVSED INSTALLATION DETAILS 06/22/17 R.L SIGNED: O6/2020T 7 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 J\5 R- L0?/ CENS 9s,% 4V0,6,26 *= SERIES •430 SGD 143• It80' NON REINFORCED o NOTES p • $TAT OF eF•'PIORTID.t." isS/DIVA cluwx Drrc la. ftv 08-OOT502 E IL dG xA1t o TtNTS 02/23/09 1 OF 9 LNIa R. Lomas P.E. FL LAORERTOLCUASP.E. 14XWOOOMWRDLE,W79MLE NCZM-3 AJU4884w m1+1 No.: 62514 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 03 FOR NUMBER OF LOCATIONS REOUIREO 6- MAX )- --{ 17 MAX -( 6- MAX I I D.C. I 6' MAX L t7' MAX so- O.C. MAX T- xX X SERIES 430 X/X SGD EXTERIOR VIEW DESIGN PRESSURE RATING I IMPACTRATING t40.OPSF NONE SEE CHARTS aI AND 02 FOR OTHER UNITS RATWGS NOTES: I. "%XIMUMPANEL SIZE: 48fG'•479- MAX1AWM 0.L0.: 44 314'r 74.%r 314' FROMPANEL BOTTOM DH END OF PANEL BOTTOM RAILS o ADDEO CKWIS REVISED PER NEw TESTwc ADDED FIANCE INSTALLATIONS REUSED INSTALLATION DETAILS REVISED wSTAU ATION DETAILS CHART OI WHERE WATER INFILTRATION RESISTANCE IS REOUIRED SEE NOTE 9 SHEET I Design pressure chart (pslj Frame Single Panel and Total FIamD Width (in) Height le) Sao 26.0 420 T 47.7 90. 00 108.00 126.00 111R00 Pot Nog Pas Nog Pas Meg Pas Nog 80. 0 40.0 54.9 40.0 48.0 40.0 1 432 1 40.0 1 40.0 CHART az WHERE WATER INFILTRATION RESISTANCE AS NOT REOUIRED SEE NOTE 9 SHEET I Design pressure chart (pso FeI10 SNgle Panel and Total Frain Width (in) Height in) 30. 0 90. 00 MO 10800 4ZO 126. 00 47. 7 1 143.00 Pos I Nog I Pas I Nog I Pas I Nog I Pas I Nag 80. 0 549 1 $4.9 1 48.0 1 48.0 1 43.2 1 432 1 40.0 1 40.0 CHART43 Number o1 anchor locations rogulrod Frame Single Panel and Total Frame Wdlh (in) Hoot 20. 0 1 3G0 1 420 47.7 h) 90. 0 1D&O 126.0 142.0 NAS I Jamb I HAS I Jamb I HAS I Jamb I HAS I Jamb 80. 0 6 1 5 1 7 5 1 8 1 5 1 9 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' 1l 80` NON REINFORCED ELEVATION F. A. 1 08-00502 oc, 41NTS 1 a`n 02/23/09 -2 OF 9 L. R09EATOLOK"PE. 14. a 11000FORD RD LEYMM E. NC 27 W, 09.41M iAwraso Wfimpawm 011E APPROW0 03/ 06/12 R.L. 10/ 15/13 R.L. 12/ 06/13 R.L. 08/ 05/15 R.L. 06/ 22/17 P-L SIGNED: 062WO17 SttR I ILIO,'/'' GyEN' SN••9'A f c! r 611 • *, r- 7 TAT. E OF-III 1r11111W1•- Luls R. Lomas P.E. FL No.: 62514 1 /2' MIN. ply 9[SCNVIION M1C •P AVVM EDGE DISTANCE A ADDED CHARTS 03/08/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L 1 3/8' MIN. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. WOOD FRAMING EMBE ANENT OR 2X BUCK D RENSED INWAUA71ON DETAILS 08/05/35 R.L. BY OTHERS E It ED INSTALLATION DETAILS 06/22/1T ILL 1/4' MAX. SHIM 00 WOOD SPACE 1 3/8' MIN. 1/4' MAX. SCREW EMBEDMENT F SHIM SPACE L 1/2' MIN. INTERIOR EDGE DISTANCE EXTERIOR INTERIOR SILL TO BE SET IN A BED OF APPROVED 10 WOOD SEALANT SCREW D WOOD FRAMING OR 2X BUCK BY OTHERSA0. L 110 WOOD 1 3/8' MIN. SCREW EXTERIOR EMBEDMENT WOOD FRAMING OR 2X BUCKOR INSTALLATION DETAIL BY OTHERS WOOD FRAMING OR 2X BUCK INSTALLATION 1/2' MIN. - EDGE DISTANCE VERTICAL CROSS SECTION SIGNED: OWZ2017 WOODARAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC V S 1R IIL/0650WEST GRATZ. PA 17030 •`GENS 9s+: SERIES 430 SGD =*• 0 S T ot* 143" x 80" NON REINFORCED EFRAMEINSTALLATIONDETAILS p • TA7 OFsc.t NOTES. opN.1e orc r9 ply i'cs'0. IArrERQR AND EXTERIOR c(OR10'• 2 ERINISHES. BY OTNEn NOT SMETERDJOINT fSEALANTBy07WERSTOBE scut NTS °An 02/23/09 R CLARITY. 08 32 OF 9 E IONA11E G`` DESIGNED INACCORDANCE WITH ASTM E2I 12 L. ROMMOLOOMS P.F. Luis R. Lomas P.E. IL' WOODFORDADLEWSVILE.AIC2,0= FL NO62514 4N4uM9 AanupMgmvp.mm METAL STRUCTURE BY OTHERS 110 SMS OR SELF DRILLING SCREW Y. ETAL STRUCTURE BY OTHERS 1/2• MIN. EDGE DISTANCE 1/4• MAX. SHIM SPACE EXTERIOR 1/ 2• MIN EDCk DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: - I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED WACCORDANCE WITH ASTM E2112 1S OR RILUNG INTERIOR L TO BE SET IN BED OF APPROVED U.ANT Ra DcS4A& " 0a1C •PFAovm A ADDED CHARTS 03/06/12 R.L B REVISED PER NEW TESTWC 10/15/13 ILL C ADDED FIMGE WSTALIATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETALLS 08/05/15 ILL 1/4• MAX E REVISED 0MALLAMON DETAILS 06/22/17 1 R.L. I SHIM SPACE L_ I 1/2• MIN. EDGE DISTANCE Air T- INTERIORtff= =7F 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143• x 80' NON REINFORCED FRAME INSTALLATION DETAILS ON~. orc no. F.A. 08-00502 WAU NTS — 02/23/09 —4 OF 9 L ROBERTOI0.1IAS P.E. 182 WOODFO W RD LEM$VILLE NC 2= q+6640[A9 bmudYpmsypv.mm SIGNED. 0&22/2017 J` S 1Rt . L o i CENSF`9s'' o S1I TAGOFO F•' c OR10P • wcsV Luis R. Lomas P.E. FL No.: 62514 1 1/2" MIN. 1' MIN. SEPARATION EDGE DISTANCE a 1 1/4' MIN. EMBEDMENT CONCRETE/ MASONRY L BY OTHERS I OPTIONAL 1X BUCK TO BE PROPERLY S CURED 1/4' MAX. SEE NOTE 3 SHIM SPACE SHEET 1 3/16' TAPCON 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR INTERIOR rr llwN VERTICAL CROSS SECTION CONCAETISWASONRY INS TAU AMV 1 1/4' MIN. EMBEDMENT MIN. EDGE DISTANCE 3' MIN. SEPARATION t 3/16' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS I 1 1/4' MIN. EMBEDMENT 1' MIN, EDGE DISTANCE KVIS06 D[SCAivnor D 1E PPR04D ADDED CHARTS 03/08/12 R.L. rE REVISED PER NEW TESTING 10/15/13 R.L ADDED FIANCE INSTALLATIONS 12/06/13 R.L. 1/4' MAX. REVISED INSTALLATION DETAILS 08/05/15 R.L. SHIM SPACEIF RMSEO INSTALLATION DETAILS 06/22/17 1 R.L INTERIOR EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRFTEiMASONRYINSTALLATTM TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR RNISNES. BY OTHERS, NOT SHOWN FOR CLARITY- 2. PERIMETER AND JOINT SEALANT BY OTNERS TO BE DESIGNED IN ACCORDANCE MTNASTM 621I2 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143" It 80" NOW REINFORCED FRAME INSTALLATION DETAILS claw: r owG - 08-00502 NTS o`er 02/23/09 —5 OF 9 L AOSERfO LOM.at P.E. J+J0 WOODfORD RD LEWISVCLE ABC 2IM2 N•asll'aw lywrasowun4vcm SIGNED: 06e2*017 E •'\F, ivsc,'s,i 1t' o„&251 Rr TAATE OF a- O ,'fV Via,*. ![OR10P• I I'llil ONA 11E C Luis R. Lomas P.E. FL No.: 62514 RflM1A0N5 1/2' MIN. RLV DLSClR vN LMit AP 096 EDGE DISTANCE A ADDED CKQTS 03/00/12 R.L. B REVISED PER NEW TESTNG 10/15/13 R.L. 1 3/8' MIN. C ADDED FLANGE INSTALLATIONS 12/06/13 RL WOOD FRAMING EM MENT OR 2X BUCK D REVSED INSTAUAIION DETAILS 06/OS/15 R.L. BY OTHERS 1 3/8' MIN. 1/4' MAX, IE I REVISED INSTALLATION DETAILS 06/22/17 R.L. 1/4' EMBEDMENT SHIM SPACE MAX. SHIMSHIM - 10 WOOD SPACE SCREW 1/2' MIN. INTERIOR EDGE DISTANCE EXTERIOR INTERIOR D J10 WOOD SCREW SILL TO BE SET IN I 10 WOOD A BED OF APPROVED SCREW SEALANT woDD FRAMING EXTERIOR OR 2X BUCK WOOD FRAMINGBYOTHERS OR 2X BUCK JAMB INSTALLATION DETAIL L BY OTHERS WOOD FRAMING OR 2x BUCK INSTALLAT70N 1 3/B' MIN. EMBEDMENT 1 /2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS NOt SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE KIMASTM E2112 MI WINDOWS AND DOORS PLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143' x 50' NON REINFORCED FLANGE INSTALLATION DETAILS DROft am F.A. 08-00502 VUU NTS 130E 02/23/09 1 SAM 6 OF 9 L. ADSMO LOAKS P.E. 14MM000F* OROLE%"SYxLE,AC27= 43#4810-699 idmusewbnUvocom SIGNED: 0&22/2017 1R IILl0/,/i yGEN9F• 1f+•'I' O SE OF ;1 1ONA 1100. 1`\ Luis R. Lomas P.E. FL No.: 62514 1/2- MIN. I EDGE DISTANCE METAL STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE 110 SMS OR SELF DRILLING SCREW EXTERIOR II II II II II II INTERIOR TO BE SET IN MO OF APPROVED LIANT 110 SMS SELF DRILI SO METAL STRUCTURE BY OTHERS 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARl11! 2. PERIMETER AND JOWFSEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 nry 1t( HlppN$ D[ Scrap low WE PPao+m A ADDED CHARTS 03/06/12 A.L. B REVISED PER NEW TESTING 10/1S/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. 1/ 4- MAX E REVISED INSTAL\TON DETAILS 06/22/17 R.L. SHIM SPACE MIN. EDCE INTERIOR DISTANCE D po SMS OR SELF DRILLING SCREWS — METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTUAE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS DRAm oMt Na F. A. 08-005D2 uAt NTS I DAc 02/23/09 1 S'w 7 OF 9 L ROBERTO LOAIAS P.E. 14M w000FORO RD LEMSVILLE AC 27= 4N4x" w9 ifteusoblMu3mc m SIGNED: D&W2017 SIll l l It O', J--• G,,E&NS •9s TAT E OFF ONA, IFa`` Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL I BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 1 1/2' MIN. 1' MIN. SEPARATION EDGE DISTANCE e 1 1/4' MIN. EMBEDMENT EMBEDMENT 1' MIN. EDGE DISTANCE MAX. SHIMSPACE 3/16' TAPCON MIN. SEPARATION EXTERIOR 3/ 16' TAPCON MASONRY/ CONCRETE BY OTHERS INTERIOR 3/18' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 1 1/4' MIN. EMBEDMENT 2 7/8' MIN' 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&MASONRY IAISTALLATION 1/4' MAX. SHIM SPACE ALVISMS DCiGIDV1gN ADDED CHARTS REVISED PER NEW TESTING ADDED FLANGE INSTALLATIDNS REVISED INSTALLATKIN DETAILS REVISED INSTALLATION DETAILS JAMB INSTALLATION DETAIL T10NAL 1X BUCK CONCRETEMAASONRYINSTALLATION BE PROPERLY CURED E NOTE 3 SHEET 1 NOTES: 1. INTERI OAND EXTERIOR FWASNE$ BYOTNERS. NOT SIADWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT 8Y0THERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' X 80' NON REINFORCED FLANGE INSTALLATION DETAILS OWN: owe N0. F.A. 08-00502 WALL NTS o"n 02/23/09 JWMB OF 9 L ROBERTO LAMAS P.E. IAX WOMFORO AD LEWMUE. NCZAW 2 10 0009 iAa°+aOWomafp w+n APPrtoWEDDkTr 03/06/12 R.L 10/15/13 AL 12/06/13 R.L. OB/OS/15 R.L. 06/22/17 ILL SIGNED: O 22/20T 7 N, R I lCro 0 5 ••* PE OF • u 0' PF•'cLOR10; • : Luis R. Lomas P.E. F'L No.: 62514 1 5/8" MIN, EDGE DIST. TRIM e INTERIOR c EMBEDMENT MASONRY/CONCRETE 8Y OTHERS IX BUCK BY OTHERS. HOOK STRIP IX SUCK TO BE D PROPERLY SECURED 3/16" TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYA'NCRETE INTERIOR TRIM HOOK STRIP ocstaPnoN ADDED CHARTS REVISED PER NEW TE57PIC ADDED F ANCE INSTALLATIONS REVISED INSTALLATION DETAILS REVISED DISTALLAnoN DETAILS METAL STRUCTURE 1/2" MIN. BY OTHERS EDGE DISTANCE TRIM INTERIOR HOOK STRIP SCREW DRILLING I' EXTERINTER IORPANEL 1/ 2" MIN. INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE 1 3/8" MIN. EMBEDMENT D010 WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2K BuCNi HOOD FRAMIMC NOTES: 1. INTERIOR AND EXTERIOR FWISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALAAIT BY OTHERS TO BE DESIGNED IN ACCORDANCE KII N AS TM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17D30 SERIES 430 SGD 143' x 80" NON REINFORCED HOOK INSTALLATION DETAILS WAWft OnG Nq F. A.08-00502 5141 NTS o`er 02/23/09 —9 OF 9 L. ROWRT0 LCWAS P.E. 143T W000FORO RO LEW)SVI LE NC.7Mn 04400609 lftnnp ftmavo.c" DUE APPIIWED D3/ 01/12 R.L 10/ 15/13 ILL 12/ 06/13 R.L. DB/ 05/15 R.L. D6/ 22/17 ILL SIGNED: OWWO J\S p E M O 9 f t0MIDP ci\ ONAl1'E;` Luis R. Lomas P.E. FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING Th BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT ORENGINEEROFRECORD_ 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE 'PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNEDEBRISREGIONS. B. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EOUAL OR GREATER THAN 1.0 DONOTREQUIREWATERINFILTRATION, RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT. TO. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE /10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD - MINIMUM SPECIFIC GRAVITY OF. G-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063-75 .048' THICK MINIMUM TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 7 — 9 INSTALLATION QCTeN C RLV RTv1ypN5 DBOUP1100 aiE APVRM A ADDED CHARTS 03/O6/12 R.L B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLN:CE INSTAUATIONS 12/06/13 ILL 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 1 R.L. SIGNED.- 062WO17 MI WINDOWS AND DOORS LLC lllli,l 650 GRATZ. MPAX17030REET NtIR 11 S` GEHS9s S; aNOTES SERIES 430/"0 XIX SGD 143' R 96" REINFORCED f 0 0TAA. Foq, WNW C 4 FS /.ORiOPF.A.. D+s Ro Rlv 08-00503 E N ONA„V ``6 Luis R. Lomas P.E. scut NTS 02/23/09 T+m 1 OF 9 r_WWftr0L0NASP.E 14M NCC'OFORD RD LEIVISMU. AC VOL-3 4040"" im.ro,ybn,.lp,,ppn Fl. No.: 62514 6' MAX - 6' }MAAXX I L 17' MAX O.C. 96' T- MAX FRAME HEIGHT i 6' MAX 143' MAX FRAME WIDTH ANCHORS PER LOCATION E CHART ®3 FOR IMBER OF LOCATIONS OWRED 17_ MAX 6' MAX O.C. r SERIES 43LV440 XIX SGD T EXTERIOR VIEW DESIGN PRESSURE AAT NG IMPACT RA TING t40.0PSF Now SEE CHARTS /I AND 02 FOR OT7iER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE: 48 1&1x 93' 2 MAXIMUMD.L0.:44311'x90Sre• VDLE SET (99-04.145) AT 37 3A1. ON CENTER FROM PANEL BOTTOM ROLLERS (99•I7.195)ATEACH END OFPANEL BOTTOMRAILS • PANEL lwv A ADDED CNARIS 8 REVISED PER NEW TESTING C ADDED FIANCE INSTALLATIONS D REVISED INSTALIATWN DETNLS CHARTOI E REVISED INSTALLATION DETNLS WHERE wATER INFILTRATION RESISTANCE LS REOUlRED SEE NOTE 9 SNEEr f Deslpn Prossure d110rt (050 Ffaeo SkVb PM* and Tam Frwo vV = i,) e4a 20. 0 1 36.0 420 1 47.7 00.00 12R00 14100 PCs Neo Pals Poi NorPos moo Poi Nag M.0 40.0 OOA 4D.0 s7.9 40.0 52.0 40.o 0 910 40. 0 BD.O 40.0 54.6 40.0 48.9 40.0 45.0 ED 40. 0 I 59.6 1 40.0 1 51.7 40.0 46,11 40.0 42.3 PLO 40.0 1 59A 1 40.0 48.0 40.0 43.7 40A i 40.0 CHART 02 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE AfOTS O CMFF7 f Doss n pressure OneR &A Ratio 5r" Pans Ono Tam Franc VA6(„) 0(„4) H SAD 310 420 7.7 00.00 10100 12G0 14100 Poll, p NSS9B56 Pos Ne0 Poi Po N 40 60A 600 AA S7.0 S S0 Mko 40.0 OAo0 6.0 6 49 4.9 4.0 450 2.0 5S9Bbtl 517 517 3 48. 49G0 .0 cN.4RTd Nomesr e7inr:0or IesitlontrpuLsd AN Si W FWW and Tam Fraio Wlmx 1 HinN 20.0 1 36.0 410 1 7.7 90.0 R0 126.0 1410 H49 Ame M4S June HiS I limb I HAS Ilime 040 0 6 7 6 tl 6 9 8 JIM 7 6 T 8 6 6 9 6 910 1 6 7 6 8 8 9 6 90.0 7 6 1 7 6 6 8 9 6 III WINDOWS AND DOORS LLC 65D WEST MARKET STREET GRATZ. PA 17030 SERIES 430/"0 XIX SGD 143' x 96' REINFORCED. - ELEVATIONS F.A. 08- 00503 snit NTS D4 02/23/09 2 OF 9 L ROBERTO LOMAS P.E. I+]7 WOODFORD RD LEWLSVAL4 NC 270." 3 DITERIOCK a7+tes4809dom+sOe amn i.rne WE APPM411 03/ 06/12 R.L. 10/15/13 R.L. 12/06/13 ILL 08/05/15 R.L. 06/22/17 ILL SIGNED: 06/2M17 NSF 9,P OTA 5 •1Y= OF 0,14` S` . 10R10 ONA11E Luis R. Lomas P.E. FL No.: 62514 1/2- MIN. EDGE DISTANCE WOOD FRAMING 1 3/8- MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/4- MAX. SHIM 10 WOOD . SPACE SCREW = 110 WOOD SCREW OD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 11 11 11 11 11 II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLAnON NOTES: I. INTERIOR AND EXTERIOR pv1SHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE MTN ASTM E2112 1 3/8- MIN. EMBEDMENT L_ 1/2- MIN. EDGE DISTANCE 110 WOOD SCREW BE SET IN F APPROVED MIN. AENT WOOD FRAMING OR 2X BUCX BY OTHERS 1/4- MAX. SHIM SPACE WAS" DESCIO " w1[ AVPROVID A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TEMM 10/15/13 R.L. C ADDED FLANGE WSTALLATIDNS 12/06/13 R.L. D REVSED INVA LATXIN DETAILS 08/05/1S R.L. E REMSED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143- x 96- REINFORCED FRAME INSTALLATION DETAILS DRAWN DrG wD. F.A. 08-00503 seA1t NTS °°E 02/23/09 --3 OF 9 L ROMATO LOANS P.E. IM WOODFO W RD LEwisvmLE NC 270tJ 434404M dOAUS@W M AW.m SIGNED: O 2WO17 S fttl to/-, GENs•9, TAX OF :, A ORIOV' Luis R. Lomas P.E. FL ND.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR S DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE 1/4' MAX. A r SHIM SPACE EXTERIOR 1/2' MIN. I EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERM AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E21 f2 010 SMS OR SELF DRILLING SCREW INTERIOR TO BE SET IN IED OF APPROVED L NT I 1/2' MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS I.- 1/4' MAX. I SHIM SPACE to I tf•NUIi neYsaa Kv DESCRM" 041E MPfQVM A ADDED CNARIS 03/08/12 ILL B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FIANCE IIISTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 ILL E REVISED INSTAUATION DETAILS 06/22/17 I R.L JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 062Z2017 MI WINDOWS AND DOORS LLC RIIfill/,/,'' L 650 WEST MARKET STREET GRATZ• PA 17030 S J • ' EIi -1-p v, G 6 SERIES430/440 XIX SGD 96' 1143' xREINFORCEDFRAME INSTALLATION DETAILS oV-.TAiirOFcor* i' o.s,'L•(OR101: G` oawx: o.c o. ptv F. A. 08-0000T503 E i,S ONA;IE aa[ NTS02/23/09 4 OF 9 Luis R. Lomas P.E. FL No.: 62S14 L. ROWRIOLOMASP.E. u32w000F0ADRDLEWUMLE. NC Z'Oi27 CONCRETE/ MASONRY BY OTHERS OPTIONAL I BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2' MIN. 1' MIN. SEPARATION I EDGE DISTANCE I 1 1/4' MIN. e EMBEDMENT EXTERIOR 1/4' MAX. J SHIM SPACE 3/16'.TAPCON INTERIOR 1 1/4' MIN. EMBEDMENT MIN. EDGE : • •'Q DISTANCE 3 MIN. SEPARATION o 3/16' TAPCON SILL TO BE SET IN o A BED OF APPROVED ' SEALANT CONCRETE/MASONRY BY OTHERS 1 1/4' MIN. e EMBEDMENT 2 7/8'• MIN. 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRE7E444SONRY INSTALLATIOAI aV RC415 hs OE6CKPNN DATE A A ADDED CHARTS 03/08/12 R.L. BrE REVISED PER NEW TESTWC 10/15/13 R.L. 1/4' MAX, C ADDED FIANCE MSULIATKINS 12/06/13 R.L. SHIM SPACE 0 REVISED MPALLA710H DETAIS 08/05/15 R.L REVISED INSTALLATION DETAILS 1 C6/22/17 1 R.L. INTERIOR a EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETEANASCNYRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES 1. INTERIORAND EXTERIOR FINISHES, BYOTNERS NOT SHOWN FOR CLARITY. Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCOROANCE WITH ASTM E2112 SIGNED. OW02017 MI WINDOWS AND DOORS .LLC 'vlullffillf 650 WEST MARKET STREET 5 R'.;04* GRATZ. PA 17030 ` .%GEHSF-f SERIES 430/440 XIX SGD _11c• p6!6 143" x REINFORCED FRAME INSTALLATION DETAILS • TAT Of DAWN WAU NTS 02/23/09 OB 53 OF 9 E /,'lS/0lVAl 10``` L RD&RFO LOAKi P.S. LUi! R. Lomas P.E. fdXw00DFOADROLEM$VAt$NCY7At7 4 64804M9 FL No.: 6251aabau6pg4mase.odo 10 FRAMING t 2X BUCK BY OTHERS g10 WOOD SCREW EXTERIOR 10 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS 1/2• MIN. EDGE DISTANCE f 1 3/8' MIN. EMBEDMENT MAX. SHIM SPACE 1 %/8' MIN. EMBEDMENT T- 1/2' MIN. EDGE DISTANCE INTERIOR I10 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT WOOD FRAMING OR 2X BUCKLBYOTHERS 1 3/8' MIN. EMBEDMENT 1/2' MIN. EDCE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. WTERIOR AND EXTERIOR FWISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE V4TN ASTM E2112 1/4• MAX, r SHIM SPACE DIScr&"*M alf APPROKD ADDED CMATS 03/08/12 R.L. RIDASEDRAICO PER NEW 1EsnNG 10/15/13 R.L. ADDED FIANCEINSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/06/15 R.L E REVISED INSTALLATION DETAILS 06/22/17 ILL JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATIDN MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143' x 96' REINFORCED FLANGE INSTALLATION DETAILS DDAf?e ONG MD. F.A. 08-00503 scat NTS D"rz 02/23/09 1 S"w'6 OF 9 L AMPUO LOMAS P.E I412 WOODOWD AD LEWISY4LE NC 2, OW4034mas Own len,p.me SIGNED: 061222017 5111 1 I ICO' er. C . • O E NS ,9 0 6f.•u ONA i1' S' Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE u I CKIUK nr I cnwn 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTUREWSTALLATION NOTES F. INTERIOR AND EXTERIOR FINISHES. By OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM EYr t2 1/a' MAX. SHIM SPACE OR 1/2' LUNG MIN. EDGE DISTANCE 110 SMS OR SELF DRILLING SCREWS L TO BE SET IN BED OF PROVED SEALANT METAL STRUCTURE BY OTHERS 1/A* MAX. rSHIM SPACE WAS" ACV otseanxlx DUE Apnevo A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTINC 10/15/13 R.L. C ADDED FLXNcC INSTALLATIONS 12/06/13 ILL 0 REVISED INSTALLATION OETARS 09/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 ILL JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/"0 XIX SGD 143" x 96' REINFORCED FLANGE INSTALLATION DETAILS DRAW' F.A. 08-00503 rA1c NTS — 02/23/09 —7 OF 9 L ROBFRIOLLLHAS P.F. 142 WOOOFORD AD LEWSVXLE. AC 2n= 3&4w4 09 4wuRv&bwvv . SIGNED: 06aW017 J SLR ILI0 a 2S Pl, 0Rk0t' ONA `1EEON `:''4111111' Luis R. Lomas P.E. FL No.: 62514 1 1/2' MIN. 1- MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS e' 1 1/4- MIN. EMBEDMENT OPTIONAL 1X BUCK TO BE PROPERLY SECURED E NOTE 3 1/4 MAX. SHIM SPACE SHEET 1 3/16- TAPCON EXTERIOR 3/16' TAPCON —\ MASONRY/ CONCRETE BY OTHERS VERTICAL CROSS SECTION C0NCRETE/MASONRY INSTALLATION INTERIOR RtNSONS OLSCNPIfON Mtt APPR&M A ADDED CHARTS 03/06/12 R.LPNLVBREVISEDPERNEWTESTINGW/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INS14UATION DETAILS 06/05/1S R.L. REUSED INSTAUATION DETAILS 06/22/17 R.L J n l - SILL TO BE SET IN EXTERIOR A BED OF APPROVED SEALANT •. 1 1/4' MIN. i/4' MAX. EMBEDMENT SHIM SPACE 1' MIN. EDGE DISTANCE ° INTERIOR MIN. SEPARATION °' 3/16' TAPCON CONCRETE/MASONRY BY OTHERS T 1 1/4- MIN. EMBEDMENT 1' MIN, EDGE DISTANCE OPTIONAL IX BUCK JAMB INSTALLATION DETAIL TO BE PROPERLY CONCRETEAlASONRY INSTALLATIONSECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTEAJCR FINISHES. BY OTHERS NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE MTN ASTM E2/ 12 SIGNED. 0&212017 MI WINDOWS MARKET SSTTREETLLC CRATZ, PA 17010 511 IlLlo,/,, 0Emp".l 1 SERIES 430/44D XIX SGD 143" X 96' REINFORCED 4TA55OFFLANGEINSTALLATIONDETAILSp oRAr1c oRs H0. RLv D' AF''°1OR10*• t'4: YiSsONA08-00750E E sort n.9tNTS 02/23/09 8 OF 9 11E\N: L. AMR10 LOMAS P.E. I4,1J wODDApwp Rp cEwlSvuLENC Y.R.q LYi! R. Lomos P.E. a><aae4eos FL No.: 62514 1 5/8" MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP f 1 1/4- MIN. EMBEDMENT T 1x BUCK BY OTHERS, IX BUCK TO BE PROPERLY SECURED 3/16' EXTERIOR .-Z==?) . —'-- PANEL INTERLOCK HOOK STRIP INSTALLATION M4SONRY/CONCRETE INTERIOR TRIM HOOK STRIP 1/2• MIN. EDGE DISTANCE 1 3/8• MIN. EMBEDMENT of/ 10 WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCKMOOD FRAMING METAL STRUCTURE BY OTHERS TRIM —,, INTERIOR HOOK STRIP RrAs" Kv OEsE1aPIIDs DATE APPADvEO A ADDED CHARTS 03/06/12 R.L B REVISED PER NEW TESTING 10/15/13 ILL ' C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. 1/2• MIN. EDGE DISTANCE 110 SELF DRILLING SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CURRY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 65D WEST MARKET STREET GRATZ, PA.17030 SERIES 430/440 XIX SGD 143" It 96" REINFORCED HOOK INSTALLATION DETAILS owlw oc No F.A. 1 08-00503 scut NTS JDAZ 02/23/09 1 S"w9 OF 9 L. ROBERTO LOIKS P.E. IAV 10000FOAD RD LEWISVILLE. NC 27M 4364118-cOJ dafflasewwwwAom SIGNED: O&2WO17 It- L/0 GENSF90 k 0 5 ••* E OF - Luis R. Lomas P.E. FL No.: 62514 ll r Business & Professional Regulation r SCIS Home I Log In 1 user Registration I Hot Topics 1 Submit Surcharge I Slats IN Facts I Publications I FBC stall I BCIS Site Map I Links I sears, I Florida Product Approval YUSeR: Public user Product Approval Menu > Product or Application Search a Aoollcatlon List , Application Oetail 0 OFFICE OF THE FL # FL9174-1112 SECRETARY Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 8S0)475-6197 Mark_Garon@Overheaddoor.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Mark Garon Mark_Garon@Overheaddoorcom Mark Garon 3395 Addison Dr. Pensacola, FL 32514 850)474-9490 Mark_Garon@Overheaddoor.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Gordon Thomas PE-46718 Intertek Testing Services NA, Inc. - QA Entity 12/31/2020 Jeffrey P. Arneson, P.E. Validation Checklist - Hardcopy Received FL9174 R12 COI Gordon Tomas COI 2017.POF Standard Year DASMA-108 2012 DASMA-115 2012 Florida licensed Professional Engineer or Architect FL9174 R12 Enuiv WO2017-001112 Evaluation Reoort - FL 9174.POF Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 01/02/2018 Date Pending FBC Approval 01/02/2018 Summary of Products FL S Model, Number or Name Description 9174.1 S120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0228-318958-PB S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Suoolement Chart sloned.ndf FL9174 R12 It 324620 P16 lamb Connection Suoo sioned.odfImpactResistant: Yes Verified By: Gordon Thomas FLORIDA PE 46718DesignPressure: +26.90/-30.80 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0229-3189S9-P9 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 Pll Track Suoolement Chart sioned.odf FL9174 R12 If 324620 P16 lamb Connection Suoo sioned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE W02017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.3 5120 / 6100 / 9100 #0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 U 0230-318960-P10 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 Pll Track Supplement Chart sianed.odf FL9174 R12 It 324620 P16 lamb Connection Suoo sioned.odfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.4 5120 / 6100 / 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 it 0231-318996-P6 S.odf Approved for use outside HVHZ: Yes FL2174 R12 It 307494 Pll Track Suoolement Chart sioned.odf FL9174 R12 It 324620 P16 lamb Connection Suoo sioned.odfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +30.00/-33.S0 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.5 5120 / 6100 / 9100 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0234-319022-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Supplement Chart slaned.odf FL9174 R12 If 324620 P16 lamb Connection Suop sloned.odfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +43.20/-49.60 Other: Created by Independent Third Party: Yes Evaluation Reports FL2174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #023S 16' Max width. 8' Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0235-319023-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 It 319040 P1 Post [stall Instructions sioned.odfImpactResistant: Yes FL9174 R12 If 324620 P16 Jamb Connection Suoo sianed.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9' Max height. Max section height 21'. Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0232-318999-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 Pll Track Supplement Chart sioned.odf FL9174 R12 It 324620 P16 lamb Connection Supp sianed.odfImpactResistant: No Design Pressure: +12.40/-13.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.8 5120 / 9100 #0233 18' Max width. 8'-9' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0233-319000-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 if 307494 P11 Track Supplement Chart sinned.ndf FL9174 R12 If 324620 P16 lamb Connection Suoo sioned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.13DF Created by Independent Third Party: Yesdoor. 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 If 0236-319024-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 If 307494 Pll Track Supplement Chart siongd.odf FL9174 R12 II 319040 Pi Post Istall Instructions sioned.odfImpactResistant: Yes FL9174 R12 It 324620 P16 lamb Connection Suoo sioned.odfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE W02017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21'. Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0237-319025-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 fI 307494 Pll Track Supplement Chart sioned.odf FL9174 R12 II 319040 Pl Post Istall Instructions sioned.odfImpactResistant: Yes FL9174 R12 If 324620 P16 lamb Connection Suoo sioned.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE W02017-001R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.11 5120/5140/6100/9300/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing 0600 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0600-319026-PS S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Suoolement Chart slaned.odf FL9174 R12 H 324620 P16 lamb Connection Suop sioned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +26.90/-30.80 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne -debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE W132017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0601-319027-PS S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Suoolement Chart sianed.odf Impact Resistant: Yes FL9174 R12 iI 324620 P16 lamb Connection Supo sianed.odf Design Pressure: +41.00/-46.30 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.POF Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0602 1 available In top or Intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door Is a replacement door. Installation Instructions FL9174 R12 It 0602-319028-P6 S.odf FL9174 R12 tt 307494 P11 Track Supplement Chart slgned.odf FL9174 R12 It 324620 P16 Jamb Connection Suoo sianed_odf Verified By: Gordon Thomas P.E. FLORIDA PE 4671.8 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE W02017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.14 15120/5140/6100/9100/9400/9600 116' Max width. 10' Max height. Max section height 24". Glazing 0603 available in top or Intermediate section. Limits of Use 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. 9174.15 I5120/5140/6100/9100/9400/9600 0604 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL9174 R12 It 0603-319029-136 S.odf FL9174 R12 It 307494 Pll Track Supplement Chart sioned.odf FL9174 R12 It 324620 P16 Jamb Connection Suoo sianed.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE W02017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 8' Max height. Max section height 24" Glazing available in top or intermediate section. Installation Instructions FL9174 R12 If 0604-319030-156 S.odf FL9174 R12 It 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 iI 319040 Pi Post Istall Instructions slgned.odf FL9174 R12 It 324620 P16 Jamb Connection Suoo sloned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE W02017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24". Glazing 0605 available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0605-319031-PS S.odf Approved for use outside HVHZ: Yes FL9174 R12 ii 307494 P11 Track Suoolement Chart sianed.odf FL9174 R12 It 324620 P16 lamb Connection Suoo sioned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 Rl2 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.17 15120/5140/6100/9100/9400/9600 118' Max width. 8' Max height. Max section height 24" Glazing 0606 available In top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R12 It 0606-319032-P7 S.odf FL9174 R12 [I 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 It 319040 Pl Post [stall Instructions sianed.odf FL9174 R12 i[ 324620 P16 Jamb Connection Suoo signed.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE W02017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Part/: Yes 9174.18 15120/5140/6100/9100/9400/9600 I IS' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0609-319035-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.odf Impact Resistant: Yes FL9174 R12 It 319040 PI Post [stall Instructions sianed.odf Design Pressure: +39.20/-43.70 FL9174 R12 it 324620 P16 lamb Connection Suoo sioned.odf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0608-319034-155 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 II 324620 P16 lamb Connection Suoo sioned.odfImpactResistant. No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes bome debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0607-319033-136 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 li 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 II 324620 P16 lamb Connection Suoo sioned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes bome debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. Beek Vert Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Caovrloht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mall address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall, tf you have any questions, please contact 050.487.1395. 'Pursuant to Section 45S.27S(1), Florida Statutes, effective October L. 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public recod. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 45S, F.S, please click Pere . Product Approval Accepts: Credit Card Safe 1. June 15, 2017 . Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, 14 " Gordon Thomas, P.E. FL PE # 46718 EVALUATION REPORT Title: Evaluation of Wind Load Sectional Door Assemblies Report #: WD017-001 R2 Manufacturer: Wayne Dalton A Division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 Technical Contact Prepared by: Date: Dwayne Kornish Engineering Manager Gordon Thomas, P.E. Mason, OH 45050 Florida # 46718 December 22, 2017 I. Introduction/ Scope x%%%I IIIIIIII/ oN. D'..TN '% No. 46718 Lkv STATE OF Based on wind load test results for the FBC approved doors with paper/poly backer, the following evaluation will estimate the performance for similar size doors with equal wind load design pressures but steel backer design. The following doors under evaluation will be included on the latest revision of FL 9174. The following report evaluates the new overall door/component design as it compares to the door & components Florida product approval. II. Reference Material The following items were used to prepare the evaluation report: A. Florida Product Approval, FL 9174 B. Wayne Dalton Drawing No.253209, Rev P2, Backer Paper/ Poly C. Wayne Dalton Drawing No. 253211, Rev P1, Backer Steel D. Wayne Dalton Drawing No. XN17019, Dated 5/8/17, Raw Assy Detail, 9100 vs 9605 E. Evaluation Report, John E. Scates, P.E., dated June 10, 2011 Ill. Evaluation A. Wind Load Design The following analysis is for 20 different door configurations. All of the configurations listed in FL 9174 were approved with a paper/poly material (69# Kraft with 1 Mil off white PE) per WD drawing 253209. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005. ANSI/DASMA 108-2002 is equivalent to ANSI/DASMA.108-2012 and ANSI/DASMA 115-2005 is equivalent to ANSUDASMA 115-2012. The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. FL 9174.1 FL 9174.2 FL 9174.3 FL 9174.4 FL 9174.5 Model# 9605 9605 9605 9605 9605 Door Size xH . 9' x 8'-9" 16' x 8'-9" 16' x 8'-9' 16' x 8'-9" 9' x 8'-9" Design Pressure 26.90/ 30.80 psf 15.30 / 17.00 psf 25.901 28.80 psf 30.00 / 33.50 psf 43.20 / 49.60 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 318958-P8 318959-P9 318960-P10 318996-136 319022-P6 Impact Ratin Yes No Yes Yes Yes Table I — Doors under Evaluation FL 9174.6 FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10 Model # 9605 9605 9605 9605 9605 Door Size 16' x 8' 18' x 8'-9" 18' x 8'-9" 18' x 8' 18' x 8' Design Pressure 39.20/ 43.70 psf 12.40 / 13.80 Psf 18.50 / 20.70 psf 30.00 / 33.50 Psf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-P6 319000-P6 319024-P7 319025-P7 Impact Rating Yes No No Yes Yes Table 1 B — Doors under Evaluation ; O N• ' T v 7No. 46718 U : * Lz z3lc r STATE OF i s ORIbA Ae 11111111 %0\\ FL 9174.11 FL 9174.12 FL 9174.13 FL 9174.14 FL 9174.15 Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size xH 9'x10' 9'x10' 16'x10' 16'x10' 16'x8' Design Pressure 26.90/ 30.80 psf 41.00 / 46.30 psf 15.30 / 17.00 psf 23.00 / 25.00 psf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319026-P5 319027-P5 319028-P6 319029-P6 319030-P6 \.\ Impact Rating No Yes No No Yes 1 OQ- Table 1C — Doors under Evaluation 111111/1//, GENSF •.2j9Ni No. 46718 STATE OF R p N FL 9174.16 FL 9174.17 FL 9174.18 FL 9174.19 FL 9174. 8, Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 18' x 10' 18' x 8' 18' x 8' 18' x 8'-9° 16' x 8'-9" xH Design 15.30/ 30.00 / 39.20 / 18.50 / 25.90 / Pressure 17.00 psf 33.50 psf 43.70 psf 20.70 psf 28.80 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319031-P5 319032-P7 319035-P6 319034-P5 319033-P6 Impact No No Yes No No Rating Table 1 D — Doors under Evaluation C. Conclusion Comparing the doors under evaluation against the Florida approved doors, I calculate that the doors and hardware under evaluation will be subjected to an equal or lower load and will perform equal or better than the approved doors. The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. I conclude that the construction shown comply with the structural requirements of the 591 Edition 2014) and 6t' Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2)1 am an independent licensed Professional Engineer in the State of Florida and; (3)1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. i 2)1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial Interest in any other entity involved in the approval process of the product. Sincerely, 4 L,::4 Gordon Thomas, P.E. FL PE # 46718 mIl1. NON-IMPACt RESISfAMT OAZ W OPTION - .ODD' NWOOR1 So CIABMC IN MOLDED FAMES SCREAM 13 CA Nett ANQE TUNER YIM A 1C lMUU OF (S) 0P1• sCE16 ISTALED W TOP OR INTERMEDIATE SECTION (1111/ CR tATIDUT DECORAIM WSE1rO MEETS UNIFORM STA71C 13 CA FLAG APW- DESICH PRFSSUIEs SHORN DK THIS pRA1rNL CIAIDIO SMALL MAK A MANSNW NEICHT OF 117V AND A MABMUM U140M Or IL75. MAIWO S NOT V.1 A:T IS CA MIN MOW - RESISTANT MD GOES MDT INLET THE REgOREMCNTS FOR TRACK FUND-BDRW DESRtt REgOML 5/I6.1-5A'- 1 PAPAC1 RESISTANT CLALND OPTION - IMPACT LAC S CA[r5 RESISTANT AZWC SYSiLM MAY BE INSTALLED W TOPC U N 3 AS OR INTERMEDIATE SECTION (ATM OR IMMOIIT DEOU71VE SHOMN) LYSERI CIAMC SMALL K 1/' I 11ROLg1-ARM. 1B 61 YIN KRi- POL ATE W EWAL QASlNC sNALL A TRACK MANDAN HECHT Or 1121' AND A MATBNM LENGTH OF SILW. CAPIC n IMPACT RESiSTA+T AND ODES MEET ME RECUMEMIS FOR VI D-BORNE OEM REggNS B/1111-5/ SEE DETAIL E ON SKEET 2 I= ASSEMBLY DETALS. SCREr Ira CLAZED SECTICI REOUIGS RONFORCIENDIt BRACKENS ARMS PACKET ATTACHED TD LI-BAR DM uNE1 WIECRK RIB (SEE DETAIL 0 SUES 2). 10 CA J-STRUT SMEYIED 10 LOP" IMAL RB Or SECTION AVD OPERATOR STU TO K 1/•-20d/ 1o' TRACK- DOLT AND 1/-20 HEX FACTORY INSTALLED. INSTALLER SMALL FIELD INSTALL (1) NUT AT EA .O JAMB 1 •-1. 17//pr' SW ORILLI/C CRIPTITE SCRE" 10 ATTACK t c J-STRUT TO THE IITECRAL RD AMD OPEAAIDR SIRE BRACET LOCATION AT ME CENEERIINE OF ME DOOR PER OCTAL r CN S1EE1 2. 1 VINTL OR R001) DOg1 STOP MATED A MANMUM OF S' D.0 Must IMIEV AND TOP A001HEMSOf PAWLS IOIMUM 7/1e' 10 MEET NEGATIVE PRESSURES. S. NET LOCI. SAE LOOKS. OR OPERATOR RE(RAM- 1S CA SiIfFOEtr x SECTIOR SMALL BE CONSTRUCTED NTH FOA MW IN JMB BRACKETS PLACE POL%MEINME IMP MKSU ATIP ONEADCA LY SEE SCHEIDIRE FOR BONDCD TO 30 CA UMPAM FACER STEEL AND A IRIAITY. LOCATION. POLYLAWMATE BALER. 001 32 CA SIM BAOEM EKED AND NINE CAP to HAVE A MINIMUM I.1' DEPTH. L THE OES I N OF THE SWMVWO STRUCTURAL KEY LOCI OR SLIDE LOOK, ETEMENTS SHALL BE ME RE' OOSIBIutY of THE BOTH ENDS NOT P'ROrmaKAL Or RECORD Fan DW BuLONC OR REQPTH LD OPERATOR STRUCTM AND INACOORON6EV17H CIRKHt INILDIIC SEC NOTE •I. SL10E CODES FOR INC LENS LISTED ON MS DRARWO. LOCH RN FOA 7. ODOR JA16 10 BE MINIMUM bA SMCRRW. CRAOE CADA a" SIAPPLE" TO AMID FOR LUMSETFM NECTI.0.1 MCISUPPORTINGURESIEtATTAC Z FOR U-BAR LOCATIONS L LDUYER OP1DM - .040' MIIORIM LOUVERS M MOLOCD a DOGS tIT1M OTHER SECTION WANTITIES AND FRMES SEALYED TOGETHER WM A MENUOF (e) SEE NOTES I AMC 2 ON FBat• SCEYb INSTALLED OD IRS BOTTOM SECDpI TM SKEET FOR LAZIMC LNRIKRs ARE NOT PAPACt RESISTANT AND00HOTMEETIRSREDICRELSMISFORVID-BNE x ORDEBRIS RECON OPTIONS. MMRP.WOI REOU= WTA703 5 t0µ p SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE LIAR DOOR wDM N EIGHT IWIfORu LOAD EACHJAMB04J) Ir-r ALL 2D7.2 -230.N I•-0• ALL I -r ALL I• 1 .. -1 IC- O' ALL 1N2e -I N.0 LILT 11111TI 40E JKo ND. 77De5 ,sy p T STATE OF NEi DY1RY Rf4) INDman 11011NT IK• f. 00 n A att» a t1 K n7W TMIU Of OLWIIIUCINI IE AL SEE U- BAR NOTE ON SHEET 2 FOR U-W1 INSTALLATION 20 CA END CAP E TNetc. (S) coin mum PER JCNT REDUAED ON DOER IRDTMS CAEATER MM or - or. I&CEMTOI IMWCES PCR JOINT SECURED P. DOOR RD1NS LESS THAN CI EQUAL 10 1r-D•. JAMB BRACKET SCHEDULE Now S[CL11MS BRACEEES JAMB LarAlm OF Cumnusu OF JAW BMOIN[1S MEASURED FROM sOT10M OF TRACK L ONLNSIONS A! r e O JB1 25-7 a • a S-1 q el a 0• e rAT a Ir a 21-3 a . L-3 a e7-1 i 0' S B q JB 1 q 2 a 3• a-1 • 01Sr A e q. 7s u W-G' S B MT Jo f0 a 21- 3 •' a. 2S-J • a s a 57-1 P b 1 JO e-r ON LIfT ATOM SQ NOtE DELDN FOLLOLIWC O'JNENDDN OENDIU SDTIED JAMS BRACKET ATTACHED TO TRACK WTH 1/4-1004/Ir MACK SOLT AMID NUT. FERLOMC O INSION OCKOIES OU X INSTALL AAMO BRACKET INSTALLED W BUTIMLY SLOE KO ADOIDONA NMDWARL NWEOCO TO AtTAOI TO TRACK. DOORS IMIN NICK L)". ROOF A10L AM/Ot CREATES TIMM B IN NOOMT REOME USE OF CONTNVOUS WALL A"QL SEE SUPPLEMENT TRACK CHART MR OCTAL& Wayne TEST STATIC PRESSURE RATINGS APPROVEZ DESIGN PSF : +212D/- 2B. B0 MAX VOI : Dalton_ IMPACTAIMWC MTED BS MOO, ES MAX SSEE RON I y' " r_ ADAr_c nnnDs MODELS 5120/9100/9605 WINDLOAD SPECIFICATION OPTION CODE 0230 KERB SAW" PB ADCED IMP 7/22/OB UMATID TITLE SADAO Sry/2D17 END PART N0. I REV. 318960 P10 13 G ADAISIABLE TOP PLACE U-BAR OVER INI MµRIB T3 G A,,AHSTABD ATTACH BOTTOM 6RA1E1 REMSIONS 1O BOTTOM U-BAR OTH (2) TTXiWE ATTACHED TO YM M (0) PREFAOVO U TOP f1R1URC ° FORMATM4NQ$ TO GENERALPRE-PWldED HOLES ' ' 1 HONES EAEN BN FAC+i6 UPWARD 1/•-tN7/e' Sflf DAL1N0 FOIWAT AND LIIAMOEO W COT10/ 6 U-BAR AND A= THAU DID CAP A7 U-OAR fA51ENCR TYPE VAIN (2) 1/•-1HAS/O' EACH DA YM (31 1/F-t.n/B' / AT END CAPS AID CRIaME sDEWs Srif 1=0 P tE SCREWS f ` BOTTOM RETABL0. FOR STANDARD TRACK AND Cl)CNANCEO CENTER MINCE u7ro. SCf ytiLM CAM AND ADDED LOUVER ° lI1E SCREWS FOR LOW u ` ' CNAiIODDaStRUT HEADROOM ITRACII (2 OF YgCN . . ARE USED 7O RACED Z. TM FROM LION METHOD BRACKET ITS SHOVe:). iACN COLORED PAINT 10 DETAIL LOW HEADROOM TRACK SRI 3/b MUIIBER DETAIL A PS ADDED De 13 G RCMFR SLIDE ATTACHED 10 USED ONLY ON IMPACT ON SUMOR PRE-PUNCIEO ACES p 1[P OF U-BM CIE U-BAR OVER p1EORAl MB YM (RATED SECTION - 11 STRUCTURE ANDATM (2) MED Hd/S' TOP 01 S-SAR . n1f (0) PRE-PUICHED HOLES WW END G RONFORCE)d CARWO MUM ER OfUSE1EW0MUINSURFRVTMSMEPAanDUPWARDANDATTACHTHRUENDBRACKETATTACHED (3) SLCODM DOORS FASTEMIERS AND CENTER PROPER AUGMENT CF ROUER4 W AT EACH END WM (2) 1/H-14)/B' HM E•1 1/MIH.7/e' MM (01 J', to G, ppy= pfq°p[p Pyq SELF DRLLINO CRYPME SbIM Sflf O ULD1C ` BO R9 U- 4 "NOV" DOOR NOTES. I3 CA INNGE AITACEO aLLTTO1i' "AR PLACED OVER TOP CLMPnTE SORM (2 LOCATED am No 5/10/0 RIB oN M BOTTOM SECTION SHALL OHI.Y THROIHCH BDM INTEGRAL WBS AS RIM (•) 1/H-IHd/e' . SHOWN CRIMPnR SONOIS (2 OF DI ATTACKED TIM DD CAP AT EACH BRACKET AND U-WAR) ADDED IMPACT WHICH ARE FACTORY END MM (1) 1•-147/p SEL! DRILLING RMSTAIIOE TO DOOR ATTACHED) CIBMPITTE TYAIEw LOCATED ON THE DETAIL G (H) 9=010 DOME ADDED MOM B/0D BOTTOM FLW6E Of M U-BAR WTH (S) Y. ICI OA, OOIMD FOIE 0 TO 3 TEL DUE 10 CLEARANCES REQUKO 10 eD XS U-BAILS AN THAT LOUVERS 041ALL SCREWS Al THE ENDS OF M / B LOCATED 0'AA NOT IMPACT ROVER " lOR1LARD U-BARA ALL U-BARS SMALL BE 1 1/Mf•N /0 lDE M DOOR TIau°tE ontsRAL R63 AS TAMTT. 4-1/2' STEM INSTALLED ON SECTIONS MOB 1D yS tiR/U/ 7 t(O PO EAIM BRACKET. 5>MTM en/OF DETAIL B RRTµLW ROLLER SUM AND io raTINT r SCREW ONLY REQUIMFDTTUAEONTHcU-BARS. SEE i MOOMFED YALe ATTACHMENT NOTES aH THIS S10FT. OM ALT IXA2ED 5[CRONI SEE NOTE BRACKET SCHEDULE FOR 2 $MEET 1 .. FAT O 710L ADDED UIR 16 G MINCE ATTACHED c ni AND ATTACHOVER TRACK OETAH. SNEf1 E ISIN CRT •/17/Oe MODnI)Et/SCRETIS (2OF A jljEt/SCE T / PS AWED IMPACTWHICHAREFACTORYRIN W MUM Al ATTACEA 3 OF IMTO IN7[AMEDIIVIE IeNLE ANT CAZIMC. ARE ROD DLSTAIA10N (1 TINY fLANOE AOOEO lENLLS UCFMSE TOP IEAi. AID1OFUM AND BOTTOM MURDER TO 1111E BLOCK. WICH A FIELD INHINGE LEAF AND 1 LA" CHANCED LOUVER NOTE 1MRU PRE-RRIC WEB Of Y-BAR ANDHAU wCAUSED MAX NDOIT w u-B WMCRAL no OF SECTION) / TD 0'-Y. ADM HION LIFT AND ROOF PITCH DETAIL C TACK NDIE. UPDATED TITLEBLacM 12 CA BOTTOM BRACKET FACTORY ATTACHED YIN ' ° CRT 0/2B/TO ts' 1/•-1•.s/Y PUCE U-BAR OVER NTEORµRD IMTH DETAIL F U-RAR ATTACHMENT MOT7• MID ER31626 bORPntE Suns NOtDI DO1M 10 GEAR BOTTOM ADDED MOi ANDBUCKERAIDATTACH1RRYENDCAP1. ALL u-BARS SMALL BE RACED DWI INIFORAL NOS AND AT CAC" END WM (1) 1/•-1• f ATTACHED TM PINE-FUNCHED NOTES YTH (2) 1/MNd/K Em3/23/M7SELFDRILLINGCHWIPIESINEW ,if Cp1mTE SCREWS AT EACH WWWWA1E MINK LDWnOL (2) FOR IMPACT R£56tAME, SDYH ARO IRE (1) 1/•-1.1gW Mr 1/M1•A7/e' SW DRIUM CTDMPIM SCRM AT EACH END BOTTOM BRACES MUST B[ DMl1HNG rnDlPnt SINEW ACROSS THE CAP (ENIffP1 BOTH U-BARS ON BOTTOM SECTION SfAtrED TO THE BOTTOM .. • BOTTOM OF M BOTTOM YEAR AT An MATH EACH PIE -RINGED NOTE AT EVERY DETNL 0 AIO D THIS SHHEM (2) 1/•-I0.6/e' MpP71 2) 1 rl•A7 SEIf DETAIL 0 !ONCE LOCATION. USE (1T 1/H-2M/0' SCREWS APPR—TD.Y MIDWAY BET1'E09 END OF DOOR AID CRIMJPDIE SCREW AT ALL OTHFA INTERMEDIATE MINCE LOCATLK AIL (1) 1/4-144/e' SEE IMPACT BOTTOM BRA PRE-PUMC ED MOLL LDGTIOR CUP IE SCREW APPROXIMATELY B' FROM EACH ECHO FOR DETAILTHIS SHEET. DOOR VICTIM GREATER THAN IY-Cr. MERE SHALL K A TOTAL OF (20) SINEWS ATIACHM0 EACH U-OAR CWT BOTH U-BARS ON BOTTOM SECl1pM LIANA NAK A TOTAL OC (le) SEEM EACH. FOR DOOM YDDB ILis TURN OR EQUAL TD MIN STAINLESS 12'-W, THERE SMALL BE A TD1µOF (IBM MIS AYIAMwC WITH STAINLESS • • CHICHI U-BAR EXCEPT BDM WEARS ON BOTTOM SECTION 0- BACKED Me" WASHERS NON-STRUCTURAL DECORATIVE SHALL NAVE A TOTAL OF (14) SCREWS EACH. 1/Y C.C.MAX1L , LATER YNODW TRW 2. TO THE EACH ND Of THE (e) PRE-PYMOIOF HOLE L1L .(N.:, KOR I'll --- M TOP M EACH ENO USED ORR HOLE I NT M THE aaOrRP • 14 N i 1/•' POLYGRBCIIATE SILKS ARID M (e) MF-YN101ED NOES w M BOTTOM OfLG8Vl '•. BEAD CF /F EACH 00 USED FOR M ATTACHMENT OF THE TOP IKWXE AID U LW NOTED OMERFM ON THIS SPECIFICATIONO.' SSGODGC I . ORAYNR ALL PRE -PUNCHED HOLES IN µL U-BARS POLL BE STRUCTURALEALANTAL i ATTACHED 10 ME DOOR TATH 1/rl•a/r MIVIIIE SCAEVI& EORWALENT X to CA U-SARS SMALL Of STAMPED 'He- APPROXIMATELY e' it FRmI EACH ENO 0.--. w FACIX SIIR 11STATEof F<OR10F`,.•' ` I STATIC PRESSVRC RA1WC4 AP'PROYED 92C5 SOME: STZE: A SSA•"""" I Wayne K,- pn' f2S.B0 -2ABD[MAX x1D11t t6'-0' DALE MANE 0NALIELLA (,/ - - ®Dalton. ,EST ( f30.I13 -V.2D TIN( NOCHT: B'-It' NN J e/OB CRT KOHM L AowsA R MON-sTpuCtWµGARAGE DOORS IMPACT IC RATED (TES/NO YES MAX SECTION HEIWr 21' ECRED /B/OB MRS HDT oMlo otw.ru /• MODELS 5i20/9100/9605 2 OF 2 FL FE T1MA L R N7Y WINDOW 1111111—OMSOI OF OVDptAD DOOR DRAW3NB PART NO, REV, 1DOFfLWOIAi t1IYMmWs as rI1DVDro 0aT FDn DETAIL E Ftns °'sAtwwADO OD"naaDA°d°sim• 1MNDLOAD SPECIFICA71ON OPTION CODE 0230 318960 P10 W7MICxfm IN VTALOAD MPAINIGIDI 011UL tooHTA-BIRD i— 14" MAX 12" MAX 12" MAX I I 12" L i` MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. DNA11d KOIV91. ![ Sn 0044l ROAD to MDYNt wrL ow R PC Tnq 1a G I11HW vR nmo m ININD 1Y OTAL vpovpLO ONLY FOR Ytw1OAMON OF YNDMo OLI STOWTOIN OLTNLL PLATE LOCATION HEDULE CLIP DETAIL CUP LOCATIONS SEE SCHEDULE ACK 13 GA MIN CONTINUOI WALL ANC 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/4" X 7/16 SEMI TUBULAR RIVITS- 11 GA MIN CLIP SEE SCHEDULE — A 13 GA MIN CONTINUOUS WALL ANGLE I111111111/// INE J !ko O. %-ICENaF / ' N NO. 779e5 Z jo 0• A STqTe oir ASS/- 40RIDA NAL E REVISIONS TRACK STEXAS WA WALLANGLE 12 FORT j o UPDATED BPJ BA1/01 1 PS UPDATED FORMAT. f INCREASED ALLOWABLE PRESSURES TO 0 F FOR I ALL DO DINS ALL 3) 1/4"-20 TRACK ANNANCIGW 10 •C'ON NUW S OR CARRIAGE BOLT WALL ANCLC. ADDED SUBSM TO WITH14"-20 NUT DETAILL CHANGGEDN THEN HD ANCHORS CRT 4/2/07 TYPICAL CLIP 4 04AMCED FORMAT. ADDED MODELS GADO BOLTING DETAIL D 8024 VAIN OVERLAY TO IRACK CLIP SCH' TRACK BM/07 PS UPDATED MODELS USIED IN CHARTS. UPDATED SPUD: • CLIP DLP ro7 MOUNTING DETAILOATEDRAWINGS, 1) 1 /4"- 20 TRACK CRT 10/05/07 OR CARRIAGE BOLT P7 UPDATED CHARMS 70 ELAINATE THE USE OF WITH 1/4"-20 NUT LACED xmRpCLIPTHE BOARo> 10/ 24/D7 TYPICAL CUP PO UPDATED STEEL RIVETING DETAIL MOUNTING DETAIL Ma D4/11/08 P9 EXPANDED 1-1/2• TO 11 GA MIN CLIP 1- 1/8• DOOR THICKNESS DHURT U TO 14' NICH. 2 SEE SCHEDULE CRT 72 1/DB 1 o PIO UPDATED 'BILE BLOCK I n 1 CR7 5/2/10 1 I ( 1) 1/4"-20 TRACK I UPDATED nn.E j OR CARRIAGE BOLT REMOVED CHART. WITH 1/4"-20 NUT 13 P12 UPDATED TITLE TYPICAL TRACK CLIP ESC BB 5/17 WELDING DETAIL DESIGN PRESSURE CHART DOOR WIDTH MAX PSF 9'- 0" 46.0 PSF -52.0 PSF 16'- 0" 46.0 PSF -52.0 PSF 16'- 0" 46.0 PSF/-52.0 PSF ton. 1gypraC®R8 3395 ADDISON DRIVE PE" 850 44-9390 "4 DATE NAME DRAWN B/21/07 GRT CHECKED B 21/07 MRB SHEET 1 OF 2 DRAVANG PART NO. 307494 REV. P11 TRACKSUPPLEMENTCHART 2 3/4" tt" EDGE DIST E60XX MIN. 1 8 2-2- 1/8 V 2-24 MIN 3/16" THICK STEEL FOR MOUNTIN 5/16" x 1-5/6' WALL ANGLE LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO.2 TRACK CLI SPF (G=0.42) OR BETTER AT EACH 1/4-2Ox9/16" HOLE OR PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HEX NUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONALL WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL a WITH MIN. (1) 1/4-200/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDIN( i. 4• a N401 6 6- D•.YME A X011NM' rE 4576 CDUMT9 ROAD 16D NDUNT IDYL 71D M1 r6 776U iX R 11706 ROYM13"AL ENOXMA S DEAL Pit"M M&T FOR WMCATIDM OF .W b CONSTROC110N 06T.LS 3/8- SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2D00 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4- 20x9/16' TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP tt1t111lit I/// ATAE J hod .. i CENS, No. 77945 =_ STATE OF ass • 40RIDP,. QAI ONALII1IIttt TRACK SUPPLEMENT CHART L ANGLE 12 FOO7 rATED 5/ 11/0 UPDATED FORMAT. REASED ALLOWABLE SATRES 70 1. 0D/-5100 PSF FOR DDDR WDTN& LADED ' TEXAS wALL TO ' cOm11wUDUs L AMGLE'. ADDED ISTRAIE MOUNTING A14 CHANGED TO N ND ANCHORS 4/ 2/07 01" GED FORMAT. IED MODELS DODO 1 6024 WITH OVERLAY TRACK CLIP COULL 6/ 21/07 UPDATED MODELS MD IN CHARTS AND SPLICE k CUP IEDULES Dro6/ D7 UPDATE MOUNTING AIL DRAWINGS IV/ Ds/D7 UPDATED CHARTS TO aNATE THEUSE OF toCED ACUP CR((OSSSTHE 10/24/ 07 UPDATED STEEL JNTINC DETAIL 1 O4/ 11/DS EXPANDED 1- 1/2' TO 1/0' DOOR TIGMESS AT UP 70 14' NICK 12/11/ 05 ADDED MODEL S70Q WED 717LE OLD= 6/2/ 1D UPDATED 111LE CX. REMOVED CHART. 1t/tS/ t3 UPDATED TITLE m a/ 1s/17 Wayne T Dalton. DRAWNI9107GARAGEDOORS CHECKED 8/ 21/07 MR9 SHEET 2 OF 2 3395 ADDISON DRIVE DRAINING PART NO. REV. ENSACOLA, FLORIDA 32514 WO) 474- 9390 307494 I P11 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIOA 32514 850) 474-9890 11111111//// J'Ko'4 O •. ' c vsF •.cP NO. 77946 X" ' STATE OF Cis' • c(ORIDP . 'GARS/oNAL M1NNV OW41M A KORMPI, n AO cDUMn ROAD IN rt I[ 7ES43 n It 11711" PRWMCXAL ENGMEM SEAL PMMED OILY FOR VOWrATIOM O7 WAADAD DWSMUCT410 OLTALL B• MA R' — PRN PO4ET C NCR LOCK WYBER SIR a a• 2- 3/4• 2) 3/9- SIMPSON MEN HD SCREW ANCHOR WITH A 1 1/4• WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2- 3/4• AND A MINIMUM EDGE DISTANCE OF 2-3/4•. Lft DMINIMUM 25DD PSI [:DMCRFTr C AP CflYA OF 20BS LBS LOAD DOW WIDTH MINIM M 2K6 /] QHEi1DFA I.DO( SOUTHERNP.t B1 MEADCKET LUMBER 4- 4) SIMPSON TINN ND SCREW ANCHOR MOTH A 1-1/4• WASHER AND A MINIMVM EMBEDMENT DEPTH OF 2- 3/4• AND A WW WM EDGE DISTANCE OE 4•. DETAIL 2 WNIMUM 71MD P51 17LO11T hLIED CMU NOlr- MAXIMUM DESIGN LOAD CAPACITY OF 2400 LOS. P17 UPDATED TIT1E BLOCK ESC 6/13/17 MINIMUM 2.9 9 HEADER LOCK SOUTHERNWpr, f BRACKET LUMBER 4• 4' 1- f/2• 1-1/2• 4) 3/B• DIA. LAC SCREWS W11H f-1 4. O.D. WASHERS. LAC SMALL HAVE A WNIMUM PENEIRATION Oi I- 9 INTO THE MAIN SLOPPORI Y.EMBER M. QE7AB-.l U gE MA1 GAD CAPACITY OF 2430 LBS. SWEET 1 OF 2 wrrvrn JAMB CONNECTION SUPPLEMENT DRANANG PART ND. I REV. 324620 IP16 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 WIN 25W PSI CONCRETE bMZ MAX ALLOWABLE FASTENER LOAD MAY EXCEED 1HE DESIGN LOAD OF THE STRUCTURE DESIGN 2 3/4- OF SUPPORTING STRUCTURE SHALLLL MDJ EDGE DIST BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE e. 3/8• S1MnCIN TIMN MD. 2-3/4• MN ELOOM wN B• BE7WEFN JAMB BRACKET LOG110M JAMB BRACKET 1/4-20R9/18- TAACR BOLT AND 1/4-20 HEX N TRAP( DI1Ff'T CONCKlf MDIDDIND DFT111 GENSE Q No. ng45 ) i[ W= Of FCORO"' (?` o1AYNE 1 RdINDI, PE U1171OP MOOOMIYRO•D tw MLO111nPc » u3 1R PC1»ne PRORS4b1AL D•gMEll'S MAL PAOIDED CKY I= VMFICATIOM OF I70LOAD CONSILIICTION ORALS MIN 2 R 4 SPF (fr0.42) OR BETTER WALL MUD MU' MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING 57RUMAE SMALL BE THE SOLE REVONSIBRITY OF. THE PROFESSIONAL OF RECORD FOR THE STRUCTURE if1; T 3/ 18• uc SCREW WITH 1- 9/3(2- EMBE)D N CENTER OF JAMB BRA ET LOOCCATIIONN JAMB BRACKET 1 4-2DR9/16• ACK BOLT AND 1/ 4-20 HEX N 1RACK DIA ft 10DM MD1IM11NC DrT1•II MAY l?O LB! PFA 1•R F•CICMFA JAMB CONNECTION SUPPLEMENT F17 UPDATED TIRE BLOCK ESC6/15/17 . DRAWING PART NO. I REV. 324620 IP161 y 1 /2/2018 Florida Building Code Online 0 dopr 8CIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff Product Approval USER: Puhlic User Product Aooroval Menu > Product or Application Search > Apolication List > Application Detail FL # FL19715-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 0 Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 651)264-4178 Nicholas. Kopp@andersencorp.com Authorized Signature Nicholas Kopp Nicholas. Kopp@andersencorp.com Technical Representative ]on Berrian Address/Phone/Email One Silverline Drive North Brunswick, N] 08902 732)435-1000 jonberrian@slbp.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O 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 7j Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 ASTM E330 TAS 201 TAS 202 TAS 203 Year 2011 2008 2005 2012 2002 1994 1994 1994 Eta' -"i•; " Sections from the Code https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 1/2 1/2/2018 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 u for FL It Model, Number or Name Description 19715.1 Series 2900/4900 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant, No Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 7 .2 cries 2 / 0 Inge Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 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 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. Extruded Vinyl Single Hung Window Installation Instructions FL1971S R3 If SWD002 SS 2017-06-1S.odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL1971S R3 AE PER487S SS 2017-06-14.odf Created by Independent Third Party: Yes Installation Instructions FL1971S R3 II SWO012 SS 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL1971S R3 AE PER4807 SS 2017-06-14.odf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL1971S R3 It SWO010 SS 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL1971S R3 AE PER480S SS 2017-06-14.odf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL1971S R3 It SWD011 SS 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL1971S R3 AE 2ER4806 SS 2017-06-14.odf Created by Independent Third Party: Yes Back' Nerf The State of Florida Is an AA/EEO employer. Coovrioht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic 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 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wh supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen! under Chapter 455, F.S., please dick here . Product Approval Accepts: MW]fo_R Ea Credit Card Safe https:// floridabuilding.org/pr/pr app_411.aspx?param=wGEVXQwtDgtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 2/2 ONE (1) INSTALLATION ANCHOR 6 REQUIRED AT EACH ANCHOR LOCATION SNOW". THE NUMBER OF INSTALLATION ANCHORS DEPICTED MINE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAKIMUM SIZE LISTED. INSTALL INDMOUAL INSTALLATION ANCHORS WITHIN ATOLERAMa OF tut INCH THE DEPICTED LOCATION B SPACING IN ME ANCHOR LAYOUT DETAILS I.E. WITHOUT CONSIDERATION OF TOLERANCES(. TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMIS). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/3 INCH. SIDMWHERE SPACE OF u161NCH OR GREATER OCCURS. SHIMIS) SMALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FLAMING USE 18 WOOD SCREWS OR 11 GAUGE ROOFING MAILS OR 106 COMMON NAILS OF33F IWNT LENGTH TO ACHIEVE 1.1/2 INCH MINIMUM EMIUDMEAT TNT WOOD SUBSTRATE INSTALLATION SMALL MAINTAIN MWM, 3/r EDGE DISTANCE. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE M SELF•TA PING SCREWS, OF SUFFICIENT lFNG7H TO ACHIEVE A LUNIMUM OF I N N N BEYOND METAL WAIL INSTALLATION SHALL MAINTAIN MIN. 1/9' EDGE DISTANCE. 1. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE RIDWOOD SCREWS OF SUFFICIENT UNG714 TO ACHIEVE 1.1/2INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE L THROUGH FRAME WRAU A71ON: FOR INSTALLATION THROUGH 1X BUOL TO CONCRETE/MASONAY, OR DIRECTLY INTO CONCAETf/MASONRY, USE 31261NCIH DIAMETER ITN TAKONS OF SUFFICIENT LENGTH TO ACHIEVE 1•114 INCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 13/4- EDGE DISTANCE. P. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 020 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 IMRL4M PERO RAT ION BEYOND METAL WALL W. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING. L1. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING 12. FOR HOLLOW BLOCK AND GROUT FLU BLOCK. DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR POINTS. EDGE DISTANCE 6 MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 13. INSTALLATION ANCHORS SMALL BE INSTALLED W ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSiRLICT1016, AND ANCHORS SMALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS IN" THE MINIMUM STBENGT" SPECIFIED BY THE ANOWR MANUFACTURER. 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PRD ERTIES: A. WOOD• MINIMUM SPECIFIC GRAVITY OF D.SS. L CONCRETE •MINPAUA4 COMPRESSIVE STRENGTH OF 3OW PSL C. GROUT•FILLEDCMU-UNRSTRENGTHCONFORKLSTOASThLG9OWRH MINIMUM COMPRESSIVE STRENGTH OF MD PSI AND GROUT CONFORMS TO ASIM C 476. MINIMUM GROUT COMPRESSIVE STREHUN OF =0 PSL D. HOLLOW BLOCK CMV • UNIT STRENGTH CONFORMS TO'ASTM C-9D WITH MINIMUM COMPRESSIVE STRENGTH OF 2WD PSL E. STEEL. MINIMUM YIELD STRENGTH OF 13 KL, MINIMUM WALL THICKNESS OF 47.8 MIL (0.047r of SB GAUGE). MIN. 1/2- EDGE DISTANCE. F. ALUMINUM • MINIMUM ALLOT TA63•TS. MINIMUM WALL THICKNESS OF 1/16•. MIN. 1/2' EDGE DISTANCE. SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW GENERAL NOTES: 2. THE PRODUCT SHOWN HEREIN 6 DESIGNED AND MANUFACTURED TO COMPLY WITHTIHE 6TM EDITION FLORIDA BUILDING CODE IFRCL EXCLUDING HVHI AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/6A 1DIA&VA4.00B,FII 2. ADEQUACY OF THE DUSTING STRUCTURAL CONCREFL ASONRY, 2X FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE REMUS SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED OR(OUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE MINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. lX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED KEAEIN. REFERTO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HERON ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SMALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH INS DOCUMENT IN Wm4WH2 AREAS. IN IWH2ARM ONETIME PRODUCT APPROVAL TO BE OBTAINED FROM,/.IAMFOAW REA OR AM). S. APPROVED IMPACT PROTECTTUE SYSTEM 6 REQUIRED ON INS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. L WINDOW FRAME MATERIAL: PVC 7. IN ACCORDANCE WITTP THE GIN EDITION FRC, WOOD COMPONENASHALL HAVE BEEN PRESERVATIVE TREATED OR LULL BE OF A DURABLE SPECIES AS DEFINED IN CHAPTER 23. B. GLASS MEETS IKEREQUIREMENTS OFASIME1300 GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS NON - IMPACT) TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 INSTALLATION 6 GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS VERTICAL 6 HORIZONTAL SECTIONS CNAA FIN) 5 VERTICAL 6 HORIZONTAL SECTIONS (THICKISH FRAME) 6 HORIZONTAL SECTIONS, BUCK INSTALLATION, 6 GLA39Y DETAIL. MAX OVERALL SIZE COPf2G. DESIGN PRESSURE • MISSILE IM ACTRATING MRDiNHEI6IHTM' 114• O/X 33 / •35 PSf NON IMPACT 3r 66• O/X 50 / -50 PSF NON WACT 33- 74• OM 50 / •50 PSF NON IMPACT 38• 7T CIA 35 / •35 PSF NON IMPACT a4 6r O/X 50 / •50 SF NON IMPACT r 7r O/X 35 / -35 PSF NON IMPACT r N' O/X 20 / -20 PSF NON IMPACT 5Y 7Y OM 2S / •25 PSF NON WPACT 6' 03.7Y OM (ORIEL) 35 / -35 PSF NON IMPACT a. 96' DIX (ORIEL) 20 / 40 PSF NON IMPACT 72* 62• O/X•O/X 35 / -35 PSF NON IMPACT 7Y 64• O/X-0/X 35 / •35 PSF NON IMPACT 76' 6Y O/XO/X 50 / -50 PSF NON IMPACT 76' 7r OAKO/X SO/•50w NON IMPACT 76• 7T O/XO/X M / -25 PSF NOW IMPACT BO• 74• 0/X-0/X 35 / •M PSF NON IMPACT Iw 74• O/X-0/X 30 / •30 PSF NON UVACT wr 6r O/IC-0/X-0/X 50/•50 PSF NON IMPACT t0B• 7r OMO/X0/X 50 / -50 PSF NON IMPACT LOB. B4• O/X-0/XO/X 26 / -2S PSF NON IA1 ACT Silverljne bVidersen w• I+se.+. oo4a Ot uLvmlvt /4Tvi a0eTH 4404-Am NI aso: IRA D'.:1+1'YNm G I ,* 111 s ILK`f r I LL1 R4 02JUI= 2 v y , II 2 DW6 FF: I- 0411MI), 1`1/1N F.NowkP.E SWD002 DuIs: 20,7.DB,5,6:,,98-0oDD SHEEP 1 OF 6 MAX FRAN HEIGHT 9! MAX HEI6 MAX FRAME WIDTH W ELEVATION SINGLE HUNG WINDOW MAX FRAME S WIDTH 96' A D s ELEVATION TWIN SINGUE HUNG WANOOW QUALIFIED CONFIGURATIONS ARCH TOY CONRGURATIONS FOR ALL ZSO1<901 RAnNcs, s"u uart cow"unoNs QUALIFIED CONFIGURATIONS MCH TOV cOw1GURAnoNS FOR ALL 19014901 RATINGS, TNUI UNIT CONFIGURATIONS f c MAX AL HEIGHHT i 1 MAX FRAM HET6HT 9E MAX, FRAME WIDTH 49- ELEVATION sINGa HUNG ORIEL w1NDOw MAX FRAME WIDTH 109, TRNMI SINGLE HUNG WINDOW Silver Line 97AI sn'tamc Wd" Nam. wwvux w onol A. pa`A U>N00 Z ^ Off^ x Vi yj W J Z Z W mC R W Napo t Q. m W n G .O 31 5; vG m. SWD002 EET. 2 OF 6 2' MAX. FROM CORNERS 11' MA1I D.C. 11' MAX O.C. r MAXFROM --{ 41/r MAX CORNERS Ir O.C. 4 1/r O. 2- MAX FROM CORNERS] wm w'. T'uN7T»TM 90hF 2-MAX 3u K-McgowbA"v0c FROM T W-4b, 3-9. YC SU CORNERS ANCHORLAYOUT NAIL FIN - SINGLE HUNG WINDOW 6' MAX FROM —{ CORNEAS I F-----.{---ZO` I I AX I O.C. 6' MAX FROM — CORNERS r 20'L O.C. L 6' MAX FROM COME" L 1 ANCHORLAYOUT THROUGH FRAME -SINGLE HUNG WINDOW LFiLmm E - I^ 4 1/r MAX. Of— ANCHORLAYOUT HAIL FIN - TWIN SINGLE HUNG W W00W 1' MAX FROM _1CORNERS 6. O.C. 6- MAX T D.C. I — 1'MAX TFROM CORNERS 6' MAX FROM 22 3/4' MAX CORNERSO.C.O. 161/r AAX 161/ O L 6- MAX F_ 6' MAX. D.C. ANCHORLAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW Ir MAX. O.C. FROM ANCHOR STRAP 6' • CORNERS PM 50.25195.2 FROM SEE SHEET 5 FOR DETAILS CORNERS ANCHORLAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW SilverLine CW SILVO .Ut WIA won. wR+:waa w oso0e M (1!}1 71•IOOC 3 C a- A nnW Yf F Za gip Y g z nW w joyap2 a Gpp x s W 2 W c c 11do h O G 0 u m H o. W C W 11P— -. R 11\11r G aftT mmyy,_ j; mz VIANCHOR STRAPP/ N Zp o p v= H SEE SHEET 5 FOR DETAILS DW6 u: ANCHOR LAYOUT S W DOO2 THROUGH FRAME - TIUPLE SINGLE HUNG WINDOW SHEET: 3 OF 6 CONCRETE/ MASONRY t t/2• ML1BYOTHERS EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY 6 ZX . WOOD BUCK BY OTHERS 'ems 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 3/B' MIN. EDGE DIST. n8 WOOD SCREW INSTALLATION ANCHOR ........... EXTERIOR FINISH BY OTHERS 1/4• MAX. PERIMETER / \ SHIM SPACE SEALANT / BY OTHERSUM? HEIGHT EXTERIOR INTERIOR SEE GLAZING DETAIL• SHEET 6 g VERTICAL SECTION 4 NEAD • zx wood BUCK NAIL FIN SEE GLAZING DETAIL, SHEET 6 EXTERIOR INTERIOR 0A. KNIT HEIGHT \ PERIAIETEII / SEALANT BY OT}IERS 1/4' MAX EXTERIOR FINISH SHIM SPACE BY OTHERS 08 WOOD SCREW ......... . INSTALLATION ANCHOR 3/8, MIPI WOOD BUCK BY OTHERS EDGE DIST. SEE SHEET 6 FO P• • CONNECTION DETAILS a CAULK BETWEEN CONCRETE/ MASONRY E/ NCRETMASONRY 6 ZX I I/2• MIN. BY OTHERS WOOD BUCK BY OTHERS EMBEDMENT VERTICAL SECTION 4 SILL • ZX WOOD BUCK NAIL FIN SilverLine tpAswiewn a[ aurnutmm Nam Am94wlm w ww It.. r/xt.a 000 y n 1/ 4• MAX MIN. 3/8' EDGE DISTANCE 3 ^ Z SHIM SPACE Q 8 r§ C N ins lbic ova SASH REMF09CI46 w j e W m ` SEE SHEET 6 FOR REQUIREMENTS A111N 3 THREADS W' _ SEE GLAZING ' PENETRATION BEYOND 1° DETAIL SHEET 6 METAL STRUCTIliE m ui c INTERIOR 086R. 5 SELF-TAPPING'SCREW h Lu ace" n INSTALLATION ANCHOR n METAL STUD BY OTHERS, SEE SHEET I INSTALLATION NOTE 14 m EXTERIOR FINISH BY OTHERS to EXTERIOR PERIMETER SEALANT c BY 01I4ERS O C O. A. In UNIT 1-4 o w WIDTH > a C W w w C HORIZONTAL SECTION 4 14MB • METAL S1Lo NAIL FIN mN1 m2 Lw 1V 11 It 1— S c v6 A: SW0002 FEET: 4 OF 6 x10 WOOD ' 3/4' MIK Silver Line CRCONETE/ SNOB RYLATION ANCHOR EDGE DISTANCE 2X WOOD BUCK/STUb BY OTHERS Iw .n BY OTHERS • E SHEET 6 FOR 1/4• MAX CAULK BETWEEN CO,.lw ION DETAILS SHIM SPACE MIN. 3 THREADS CONCRETE/MASONRY a ••° a •' SASH REINFORCING PENETRATION BEYOND BY OTHERS SEE SHEET 6 FOR REQU7I1 EMENTS METAL STRUCTURE r ir r.. a SEE GLAZING MIN. 1/2' EDGE DISTANCE OH: MytILVA y 1 1/2• MM DETAIL SHEET 6 wooer rurcnaw opor EXTERIOR FINISH ..... EMBEDMENT BY OTHERSJ l INTERIOR # 10 6R. 5 SELF -TAPPING SCREW PERIMETER SEALANT 1/4' MAX INSTALLATION ANCHOR g 3 "z v ^ BY OTHERS / SHIM SPACE METAL ON OTHERS. APPROVED MULLIN$ p y J x O. A. EXTERIOR ` / INTERIOR SEE SHEET 1 INSTALLATION UNIT / ` NOTE 14 . HEIGHT SEE W,AM"SJ PERIMETER SEALANT DETAIL. SHEET 6 EXTERIOR BY OTHERS m c z S C6 mdaW c A O. ti UNIT WIDTH ++ E VERTICAL SECTION OF __HORIZONTAL SECTION p S 1AMS- METAL TUBE/STUD OR APPROVED MULLION m S HEAD• 2X WOOD BUCK THROUGHFRAME THROUGH FRAME LU 5) 014 PANCAKE HEAD Z SEE GLAaW SCREWS FROM STRAP TO 4.0000 4.0000 o FRAME, HOLES PROVIDED DETAIL, SHEET 6 TO ACCOMODATE 014 DIA. 2.0000 2.0000 N m EXTERIOR INTERIOR .500 ANCHOR STRAP, AT TWIN 6 w W TRVLECONFIS. ONLY. SEE 0.0620 NAY p c O. A. / PLAN VIEW -ANCHOR STRAP Lu UNIT / ) ( P/N 50.2995.2)' DETAIL AT 0 ) 4.0020 HEIGHT RIGHT FOR INSTALL REQ. 2. 3750 PERIMETER SEALANT \ SHI1/4'M MAX BY OTHERS SHIM SPACE ,` `klN id r EXTERIOR FINISH 0. 7500(2)ffE(2) 6.0000 ,.: j•DR INSTALLATIONANCHORS ^+ Hv, MIN FROM ANCHOR STRAP TO 2 O •.•u 6 ' BY OTHERS a .. EMBEDMENT PLAN VIEW - ANCHOR STRAP (PM 50.2995-21 OPENING. SEE ANCHOR _ I =a REQUIREMENTS BELOW. PRECASTSILLBY OTHERS `2 s me ITV TAPCON ° `• 'a .. . ANCHOR STlAP ANCHOAlN i REQUIREMENTS: OF INSTALLATION ANCHOR , a e • A. FOR INSTALLATION TO CON10fETE/MASONRY, USE (4) 3/16' IlW TAPCONS i*N Pa, B 1' 3/4' MIN. PER STRAP, MIN.1.1/4• EMBEDMENT, MIN. 1-3/4' EDGE DISTANCE. I! EDGE DISTANCE S. FOR U45TALLA7I0N TO -METAL STUD, USE (4) NIO SELF -DRILLING SCREWS, V> 64. 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN, 3/4' EDGE DISTANCE, < a m o Y 2, c h C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN. p o _ = U Z p VERTICAL SECTION 1-1/2'EMBEDMENT. MIN. 1•EWE DISTANCE. S Stu -CONawrgMASONRY DWG#: THROUGH FRAME C W O00 2 SHEET: 5 OF 6 INTERIOR INTERIOR SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF. REQUIREMENTS REQUIREMENTS. VERTICAL SECTION f-H-`\ HORIZONTAL SECTION MEETING mLE 6 INTERMEDIATE FRAME MU=M I- ALUMINUM SASH REINFORCING LS REQUIRED FOR THE FOLLOWING, SIMUTINGS: 48 X 72. (O/X). DESIGN PRESSURE •/• 35 PSF 36 X 84. (O/X), DESIGN PRESSURE •/- 35 PSF 38 X 74. (O/X), DESIGN PRESSURE •/• 50 PSF 38 X 77. (O/X), DESIGN PRESSURE •/- 35 PSF 72 X 84, (O/X-O/X). DESIGN PRESSURE •/- 35 PSF 76 X 72, (O/X-OM. DESIGN PRESSURE •/- 50 PSF 108 X 62, (O/X-O/X-O/X). DESIGN PRESSURE 4•50 PSF 108 X 72, (O/X-O/X-O/X), DESIGN PRESSURE 4-50 PSF J C - STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SSZE/RATLNGS 76 X 62. (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 0- STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINSS: 76 X 62, (O/X-OA), DESIGN PRESSURE •/- 35 PSF SilverLine NOTE: aAixlersw ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTSK741OUTLINEDINCURRENTFBCANDASTME1300 . GLASS LOAD RESISTANCE. o e....... o[ a4vlft" CAM wn,ra .*Ukw— w fono"= j F 5/8. O.A. I.G. GLASS EXTERIOR INTERIOR I D D MIN. GLASS BITEti 0oli 1/21 1/8• SETTING BLOCK GLAZING DETAIL I NOTE: LLOCATION OF BUCK OR WINDOW ANCHORS MAY SE ADJUSTED TO MAINTAIN 11 MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX, O.C. SPACING SPECIFIED IS NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK 1/41 ITW TAPCON ANCHOR 4• FROM CORNERS 16' MAX O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT 1 WINDOW FRAME. L BY orrt mS I IVIV MIN. EMBEDMENT 1 L2' MIN. EDGE DISTANCE r MIN. EDGE DISTANCE ` CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL w c i u> ORO ?r SS N2c DWG tt: S W D002 SHEET: 6 OF 6 lrlA\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Product :Evaluation :Report 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) for Florida Product Approval FL# FL 19715 Report No. 4875 6th Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1 — D (Engineering Evaluation) Windows Single Hung Series 290014900 Single Hung Window PVC See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 06/ 14/2017 Contents: Evaluation Report Pages I — 4 Digitally signed by Hermes F. Norero. P.E. Reason: I am approving this document Date: 2017.06.14 21:54:09-04'00' p 7 o. TT P.E. Hermesl Fkit o, Florida No. 73778 IrIA\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Silver Line Building Products Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Method (1)(d) Product Name: Series 2900/4900 Single Hung Window FL#: FL19715 Date: 06/14/2017 Report No: 4875 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method A of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 6`" Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 6" Edition Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 6' Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 l BUILDING DROPS FL*: FL19715 A Perfect Solution in Every Drop Date: 06/14/2017 Certificate of Authorization: 29578 Report No: 4875 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association (FBC Organization #: QUA2515). Performance Standards: The product described herein has been tested per: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 Referenced Data: 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: B9241.01-109-47 5/18/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C707S.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D9358.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/05/2015 E5610.01-109-47 3/05/2015 E5611.01-109-47 3/03/2015 E5612.01-109-47 5/07/2015 E7244.01-109-47 6/16/2015 E7250.01-109-47 6/16/2015 E9219.01-109-47 10/21/2015 E9220.01-109-47 10/21/2015 E9223.01-109-47 10/28/2016 2. Quality Assurance Window and Door Manufacturers Association FBC Organization #: QUA2515) 3. PVC profiles meet requirements of WDMA/HaliMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 A\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: Nailing Fin Installation: FL#: FL19715 Date: 06/14/2017 Report No: 4875 A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. f c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 1/2/2018 Florida Building Code Online Business 8 Re ulation dul BCIS Home Log In I User Registration ; Hot Topics I Submit Surcharge I Stats & Facts I Publications ' FBC Staff ; SCIS Site Map ! Links I Sean# rP Product Approval IUSER: Public User i' s+ Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12194-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived - Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoiisinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R6 COI ALC15001.3 2017 FBC Evaluation Reoort 04 T4 Soffits final.odf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr app_OU.aspx?param=wGEVXCWDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrwmooed2jQ%3d%3d 1/2 1/2/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised 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 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen: under Chapter 4SS, F.S., please dick berg_. Product Approval Accepts: E©© https://www.floridabuilding.org/prlpr_app_ U.aspx?param=wGEVXQMDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrwmooed2jQ%3d%3d 2/2 CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1. 1709.10 Properties: Wind Resistance REFERENCES En& Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notiy CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 318" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. ZZIZZZ ZZ 19' CENTER VENT 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit ?anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /tin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6'" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. P .E N S'Fs 2017.09.01 tiQ •''. C cc' . > GNo74021 1 0:06:1 Q • v 04'00' STATE OF T••. P ` Zachary R. Priest, P.E. R .•' C N` Florida Registration No. 74021 015'0NA1 S %%A` Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (8 pages) 2) APPENDIX B —installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INCSoffits TECHNICAL SERVICES, LLC Appendix A APPROVED SYSTEMS The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDT) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LimITAMONs and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Loclion 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16" 04 Soffit —16-inch o.c. Fastener Fastener Location Lo lion 11 ALC15001. 3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" 04 Soffit — 8-inch o.c. Fastener Location I /— Fastener Fastener Location ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J4 Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 1 A Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J4 Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 072-inch dia. x min. 3/16- 0 12F-1 16-inch Wood min. 1.25 inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail t40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 48 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head diatrip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel tap inch o.c. One ( 1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F- 3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch O.C. 0. 072-inch dia. x min. 1/4-inch 48 16- inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001. 3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond tong x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 63.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 353.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail 325.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1o. ch leg staple spaced 0.072-inch diameter 16F-6 16 inch Wood inch leg staples in diamond pattern Wood panelo.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch 16J 1 Max. Wood crown staples idiamond pattern Wood One ( 1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 23.5 16- inch 2 spaced4-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001. 3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 60/-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 801 24F-2 12-inch Wood smooth shank rafter with one Wood 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) t8 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 801 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16 inch Wood leg staples in min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 diamond pattern inx 7d ring inincho.c. and securing 3/16-inch head spaced spaced 16- inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0. 072-inch diameter finishing nail with min. 3/16- inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24- inch o.c. x 0.072-inch diameter finishing nail with min. 3/16- inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 1 &inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. '/.- One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. 360 inch x 7d ringin pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga. anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 63.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d ring each panelsecuring 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B , INSTALLATION Note - Refer to the APPROVED SysrEms section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min. 3/8" head dia. nail with min. 1)(" engagement(for wood substrata) or min. 0.097" dia. T-nail or stub nail with min. 5/0" angagament(for concrete or block substrate), spaced as noted ebove. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 12F-1 & 12F-3 F" CHANNEL Wood, Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor impty warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Lj n, `, SOFFIT STAPLE OPEN RAFTER 3/4' x 1/a' , DIAMOND PATTERN I 1 LDETAILCROWNSTAPLES1 , itUSINGADIAMONDsaTVi PATTERN FACIA BOARD FASCIA CAP 12 F-2 3/4' X 1/4' CROWN FACK BOARD a' I-3/4' TRIM NAIL STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 48' FASCu CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT— max. 12-inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G2D-3. The manufacturer shall notity CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER n ` SOFFIT STAPLE olsT 1 j DIAMOND El ; QUAIL PATTERN FACIA BOARD t% yr o[Tv[a% STAR= i 3/4- X 1/4- CROWN STAPLE -24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 MEN 3/4' X 1/4' CROWNCIA 8' 1acrewCe BOARD NE soffit1-3/4' TRIM NAIL STAPLE ON CENTER 4S.S. Pwithone(1) B8 x PAINTED S.S. 48FASCIA CAP 1/2• x 3/8• head O.C. diameeer screw, X 1/4' 16• o.c. WN STAPLE SOFFIT —max. 12-inch span S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1-4- CROWN STAPLE OPEN RAFTER FASCIA BOARD u 6A 5/r taw 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FA SCIA CAP; REFER TO SOFFIT & FASCIA DETAIL F' CHANNEL SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. 3/9" head dia. nail with min. 1X" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/9" engagemenc(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL Wood, Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G2o-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n, , SOFFIT STAPLE OPEN RAFTER 3/4x t/a• i DIAMOND PATTERN DETAIL jLCROWNSTAPLES f USINGADIAMONDK,voo, POLES PATTERN FACIA 80ARD FASCIA CAP 16F- 4 3/ 4' X 1/4' CROWNjFACIA BOARD 8' 1 STAPLEONCENTER1- 3/4' TRIM NAIL P'F' CHANNEL CAN BE PAINTED S.S. 48'INSTALLED FASCIA CAP WITHTHEO.C. NAILING FLANGE UP OR /4' X 1/4' DOWN ROWN STAPLE SOFFIT— m"• 16-inch span sSOFFIT SSUBSIRATEFASCIA D ETAI L ALC15001. 3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT-1FASCIA [ AP SOFFIT I'ri' CROWN STAPLE OPEN RAFTER FASCIA BOARD I'.J' CROWN STAPLES SOFFIT 8 FASCIA USING A DIAMOND 16F-2 & PATTERN; REFER TO DETAIL SOFFIT STAPLE 161F-6 DIAMOND PATTERN / DETAIL FASCIA CAP; REFER \ oo TO SOFFIT 1 FASCIA /. DETAIL L F' [NANNEI r^ I I I 3/8 SOFFIT; MAX. 16' SPAN MOOD \ / SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16J-1 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE C11*flI:n.aul 1-3/4- TRIM NAIL PAINTED S.S. 48' O.C. SOFFIT —max. 16-inch span ALUMINUM COILS, INC Soffits Appendix B n ` SOFFIT STAPLE DIAMOND PATTERN 1 1 DETAIL FACIA 80MO air ctv[erl STAgti / AACIA CAP 3/4' X 1/4' CROWN 1-J/4' TRIM NAILSTAPLE '8' ON CENTER PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 F1.12194-116 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I- TRIM MAR FASCIA BOARD PAINTED S.S. 1'Q' CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER TO 1*,1' EROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 t' TRm NAIL FASCIA BOARD PAINTED S.S. SOFFIT &FASCIA ' DETAIL 24F-1 & k 24F-4 PrI' EROMN STAPLE — fASCIA CAP. REFER 10 SOFFIT t FASCIA \ o / DETAIL NI'aT" S7P ll Baflan Anchored to SOFFIT; MAX. 1L' 1 f-[ NANNEI Rafters ltrrarllA one TO I RineShankNailatMOOD SUBSTRATE rrerT Rattet / SOFFIT STAPLE DIAMOND PATTERN ALC15OO1. 3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G2O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail t TRIM NAE Fall BOARD PAINTED SS. 14' SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFIT r-j' CROWN STAPLE t t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 8 DETAIL 24F-5 raj' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT IL FASCIA DETAI Nominal rat' STP Batlen Authored to SOFFIT; MAX. ts' F-CHANNEL Rafters Wth one Id Ring Shenk NOR at every Rafter WOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. 146A i' T•NAILS FASCIA CAP SOFFITI I'mj' CROWN STAPLE 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 2417-3 8 24F-6 1'Q' CROWN STAPLE FASCIA [AP; REFER to SOFFIT I FASCIA o DETAILNominal1'ar SYP Batten Anchored to SOFFIT; MAX. 24, F-CNANNEI Ratters with one Td Ring Shank NaB at eery Ralter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I }- IRIM NAIL FASCIA BOARD PAINTED S.S. YxSTAPLES FASCIA CAP STAPLESS SOFFIT USING A DIAMOND PATTERN; REFER TO CANTILEVERED r4- CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD 8 FASCIA I TRIM MAILSOFFIT PANTED S.S. DETAIL 24J-1 & Ya}' CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT t FASCIArVDETAIL 8 \ Na -- 1- a 2' SYP oettetn scoured and SOFFn; MAX. tt 3/8A 1-CHANNEL With1)?asecuredWithehs (t) 7d nnpwe Ishanknosuagnt-naaed thtauph the Caner Intr the end WOOD SUBSTRATE of the batten or Iwe (2) Td nnp spank naus lee-naued an either alas of the btltah at the baneMnNter Imemetlsh SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 604 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, I(a = 0.85 7. V,,,, is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 1 -16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 • 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 1 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 1 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 1 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeRototfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 318" F-Channel 3/8" 318" J-Channel 3/4" — r 1/8" HEM T 7 3/4" ISOMETRIC VIEW 3/8' PROFILE ISOMETRIC VIEW 3/0' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of a This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/6" 1 1 HEM T 1 1/4" T 6"FASCIA T" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit DA W NV 18' BLANK 3 / 8 PROFILE DIDODO DDDD D 0 D D D DDDD n D D D D D D D D D ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of a This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 31/8" 7/8" 31/8" 7/8" 31/8" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" 31I 1/8" 1/8" 3/8" amro o.urno 13.75" BLANK 3/8" PROFILE 2.17s, Alf ODD oDODD DDD D D D D D 0 D 0 D END OF REPORT ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6"" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumeoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1. 1709.10 Properties: Wind Resistance REFERENCES EQ& Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS ALUMINUM COILS, INC Soffits 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 318" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit 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 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 1 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 60 Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. R, Q,..•"CENSF.,S • No 74021 rr 3 STATE OF : C9 . CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 04' 00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMiTAmows and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12' T4 Soffit — 12-inch o.c. Fastener Fastener Location Location b. 12' T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16' 04 Soffit —16-inch o.c. Fastener Fastener Location Loc tion ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16' 04 Soffit— 8-inch O.C. Fastener Location If - Fastener Fastener Location l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F4 Approved Systems for 12-inch Overhang with F-Channel 12.14 Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16.14 Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 318 x 3/8-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 3/16- 12F 1 164nch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail 140.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 48 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head diatrip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One ( 1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F- 3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 0.072- inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel l nel lappheaddia. trip nail spaced 48- 64.2 inch o. c. ALC15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. $8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 353.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 353.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0072 inch diax 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 225. E inch o.c. O.C. spaced 36-inch o.c. Max. Three ( 3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One ( 1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4- 27 16F4 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 24-inch o.c. 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 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1o. ch leg staple spaced 0.072-inch diameter 16F-6 16 inch Wood inch leg staples in diamond pattern Wood panelo.c. and securing each panel finishing nail with min. 3/16- 343.3 spaced 16-inch o.c. inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.6 16J-1 16-inch Wood crown staples in diamond pattern spaced 24-inch O.C. Wow crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width 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 1/4- ga. One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25 Wood leg staple spaced 8- finishing nail with min. 801-90 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. chinch ailsanknilha x 0.072-inch diameter 12-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga1/4- One ( 1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0. 072-inch diameter HBO/ 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 801 24F- 3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8 finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/ 16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC15001. 3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-80 diamond pattern inch x ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. chinch ail shanknailOne ( 1) min. 1.75-inch each panel lap 164nch o.c. x 0.072-inch diameter finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One ( 1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F- 5 16- inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16- inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC15001. 3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 2417-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. 'p- One (1) min. 1.75-inch 24J-1 Max. rafter with one x 1-inch leg into the end of the batten or two (2) lap Wood inch crown x 1-inch x 0.072-inch diameter finishing nail with min. 360 12-inch min. 2.25- staples in diamond min. 2.25-inch x 7d One (1) min. 1.75- leg staple spaced 3/16-inch head spaced ininch x 7d ring pattern spaced 16 ring shank nails toe- inch x 0.072-inch 8-inch o.c. 12-inch o.c. shank nail inch o.c. nailed on either side diameter finishing24-inch o.c. of the batten at nail with min. 3/16- each batteNrafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3)18 nail straight -nailed through the rafter female lock or spaced 16-inch o.c. One (1) 18 ga. One (1) min. 1.75-inch anchored to ga.1/4-inch crown into the end of the securing each panel inch crown x 1-inch x 0.072-inch diameter 24J-2 Max. rafter with one x 1-inch leg batten or two (2) lap Wood leg staple spaced finishing nail with min. 253.3 16-inch 1) min. 2.25- staples in diamond min. 2.25-inch x 7d 8-inch o.c. and 3/16-inch head spaced inch x 7d ring pattern spaced 16- ring shank nails toe- One (1) min. 1.75- securing each panel 16-inch o.c. shank nail 24-inch o.c. inch o.c. nailed on either side inch x 0.072-inch lap of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED Svs1EMs section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail Min. 3/8" heed dia. nail with min. lx" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" angagament(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM 12F-1 & I I I II\—"F" CHANFNEL IT OVERHANG WIDTH VARIES) 12 F-3 Wood . Conc-- or Block W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. LPAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Lj KIT1.9 1 ` SOFFIT STAPLE OPEN RAFTER rTAftzs j3/4• x 1/a• DIAMOND PATTERN I ' ; D ETAI LCROWNSTAPLES USING A DIAMOND iii------t l LES PATTERN FACIA BOARD i FASCIA CAP 12 F-2 3/4' X 1/4' CROWN FACIA BOARD 8. 1-3/4' TRIM NAIL STAPLE ON CENTER 1-3/4• TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT —'max. 12-inch span WOOD SOFFIT SUBSTRATE 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 SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER Lj nKnOM` SOFFIT STAPLE asr i ; DIAMOND 1 DETAIL PATTERN FACIA BOARD ii 3/4- X 1/4- CROWN STAPLE -24- 4NMML, ON CENTER USING A DVWOND PATTERN FASCIACAP MM 3/ 4- X 1/4- CROWNCT B' 1—CHANNEL BOARD 1- 3/4- TRIM NAIL STAPLE ON CENTER Pscrewed cosoffitPAINTEDone(1) NB x S.S. 48 withFASCIA CAP 1/ 2"x 3/01 head diameter screw, O. C. X 1/4- 16• o.c. WN STAPLE SOFFIT — max. 12-inch span S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001. 3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TRIM NAIL FASCIA BOARD PAINTED S.S. FAS[IA CAP SOFFIT 1-4' CROWN STAPLE OPEN RAFTER FASCIA BOARD N 61 S/r 14U' 16F-1 SOFFIT 8 FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT I FASCIA DETAIL F' [MANNEL SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. 3/8" head die. nail with min. i;t" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/0" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL Wood, Concrete or Block W; Y01A STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" INT S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n, `, SOFFIT STAPLE OPEN RAFTER 3/4' x 1/4' ; DIAMOND PATTERN DETAIL vr CROWN STAPLES xrvm1 i1USINGADIAMOND -I st cs i PATTERN FACIA BOARD FASCIA GAP 16F-4 3/4' x 1/4' CROWNJTRIMMLFACIA BOARD 8' 11-3/4' STAPLE ON CENTER TRIM NAIL P' F' CHANNEL CAN BE PAINTED S.S. 48' INSTALLED FASCIA CAPWITHTHEO.C. NAILING FLANGE UP OR 3/4' x 1/4' DOWN CROWN STAPLE SOFFTT-max• 16-inch span WOOD S SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TRIM NAIL -\ fASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1*,J- CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'4' CROWN STAPLES SOFFIT &FASCIA US/I6 A DIAMOND 16F-2 8 PATTERN; REFER TO DETAIL SOFFIT STAPLE _ 16F-6 DIAMOND PATTERN / DETAIL FASCIA CAP; REFER \ 10 SOFFIT i FASCIA F' CHANNEL---'--" NANNEI DETAIL SOFFIT; MAX. 16' SPAN WOOD \ / SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER Lj nWn"n" ` SOFFIT STAPLE Olsr i DIAMOND U, DETAIL PATTERN FACIA BOARD amSMIstTvsrri 3/4- X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP Hona 3/4' X 1/4' CROWN STAPLE '8' ON CENTER1-3/4' 1CIA BOARD CWINNEL TRIM NAIL 4NMAJL, PPAINTEDS.S. 48' FASCIA CAP O.C. x 1/4' WN STAPLE SOFFIT —max. 16-inch spanS WOOD OR BLOCK SOFFIT FASCIA SUBSTRATE DETAIL ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAZI FASCIA BOARD PAINTEDS.S. 1' q' CROWN FASCIA CAP STAPLES USING A DIAMOND SOFFIT j PATTERN: REFER TO 1'a' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAR 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F- 1 & DETAIL 2417- 4 )'a' CROWN STAPLE FASCIA [ AP; REFER / TO SOFFIT t FASCIA / \ DETA0. _ Nominal Pei SYP I I I 3 8 BattenAuthoredto ( I F- CHANNEL Rafters vilh one 10 SDFFIT; MAX. tl' Riaq Shook HAD at eery Rafter / W000 SUBSTRATE \ / SOFFIT STAPLE DIAMOND PATTERN ALC15001. 3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. 14' SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFIT PQ' CROWN STAPLE 1 t' IRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24 F-5 1'.J' CROWN STAPLE FASCIA CAP. REFER to SOFFIT t FASCIA DETAI uoninat SYP Batten Zoo to SOFFIT; MAX. 2t' F-CHAMNEI. Rapers Wth one Td AN Shank Nail at every Roller MOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail t J' TRL4 NAIL FASCIA BOARD PANTED S.S. IIGA i' T-MARS FASCIA CAP SOfFttI 1'aJ' CROWN STAPLE 1 t' TRIM NAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 N* CROWN STAPLE FASCIA CAP: REFER TO SOFFIT t FASCIA OETAtL Nominal 1'ar SYP Batten Anchored to SOFFIT; MAX. 24' F-CHANNEL Rafters Wlh one Td Ring Shank Nail at every, Rafter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 f' TRIM MAIL FASCIA BOARD PAOIIED S.S. rqs CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER TO CANTILEVERED rq, CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD SOFFIT & FASCIA I t- taw NAIL PAINTED S.S. DETAIL 24J-1 & 1•s4• CROWN STAPLE 24J-2 FASCIA CAP; REFER TD SOFFIT t FASCIA DETAIL Nominal 11 a r SYP Daum koboeo between rafters uto SOFfn; MAX it' 3/8 1•[NANNEL secured vrmt ons (1) TO rotp Wnk nail OftOht4maad th"h the rafts,DO the and WOOD SUBSTRATE DI the batten ar Iwo (2) Td Mp spank nab W*4% 0 an cow am of the Datum at the Donennann Intarseemn SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix C DESIGN WIND LOADS The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 604 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Ka = 0.85 7. V,,,, is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. B. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 34 ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR htfft I Basic Wind Speed mph) 120 130 140" 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 1 -41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 1 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 1 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean R offtHeight Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 • 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 1 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 1 -66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3. 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 318" F-Channel 318" J-Channel 3/4" — 1/B" HEM T 3/4" ISOMETRIC VIEW 3/8' PROFILE ISOMETRIC VIEW 3/8- PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-116 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 7/8" r 1/8" HEM 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of a This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit o.ir nr O.ttsm 18' BLANK 3 / 8 PROFILE 2.irrw DID000 DDDlu D 0 0 0 D 0 D D D D O O D O DDD D ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/B" 7/8" 3 1/8" 7/8" 3 1/8" 5/16" 1/2- 1/2" 1/2" 1/2" 1/2" 1/8" 1/8" 3/8" 13.75" BLANK 3/8" PROFILE 2.rracr Owl" e.2srw o.12s m END OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. w 1 /2/2018 Florida Building Code Online B.usinets_s 8 P rlofess ional Requlat ion d ISCIS Home , Log In I User Registration , Hot Topics I Submit Surcharge ' Stats & Facts I Publications . F8C Staff 8CIS Site Map ! Links I Sear. V1 # r Product Approval IN) USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.hamer@saint-gobain.com Authorized Signature Mark Hamer mark.d. ha mer@saint-goba i n.com Technical Representative Mark D. Hamer Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE W Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard ASTM D3161 ASTM D3462 ASTM D7158 Year 2016 2010 2011 II Product Approval Method Method 1 Option D file)//C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%200nline.html 1/2 1/2/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 8S0.487.139S. 'Pursuant Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email adds if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen! under Chapter 455, F.S., please dick here_. Product Approval Accepts: file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%200nline.html 2/2 QOTRINITYIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610) 6S1-5847 EXTERIOR RESEARCH & DESIGN, LLC. Certificate Of Authorirotion #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.05-R13 FL5444-1112 Date of Issuance: 09/22/200S Revision 13: 09/OS/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6`h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: ZZ Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida OCA ANE1983 q •,. • ; The facsimile seal appearing was authorized by Bober Nieminen, i ` r.ii„•• '• ` P.E. on 09/05/2017. This does not sane as an electronically signed nedJpsr.iiH`",•., document. CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. QOTRINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code and 6th Edition 2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 OS/27/2003 UL (TST 1740) ASTM 03161 03CA12702 06/16/2003 UL (TST 1740) ASTM 03161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 OSNK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 OS/22/2005 UL (TST 1740) ASTM D3161 OSNK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 OSNK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL(TST 1740) ASTM D3161 IOCA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 ULLLC ( TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC ( TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC ( TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC ( TST 9628) ASTM 03161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & 03462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM 03161, 03462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM 03161 4787380357 11/09/2016 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, U.C. Evaluation Report 3S32.09.OS-R13 t:ertyicote o/Authoriiotion o9SO3 6' EDITION ( 2017) FBC NON-HVH2 EVALUATION FLS444-1112 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/OS/2017 Page 2 of 12 QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20', XTI 2S, XT" 30 and XT' 301R are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia', Belmont®, Belmont* IR, Carriage House Shangle®, Grand Manor Shangle®, Landmark", Landmark"' IR, Landmark"' Pro, Landmark'" Premium, Landmark' TL, Landmark' Solaris and Landmark' Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake' IR, Presidential Shake TLI and Presidential Solaris' are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras"', Highland Slate"' and Highland Slate' IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge', Shadow Ridge', Cedar Crest'", Cedar Crest"' IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVH2 jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D71S8, Class H, indicating the shingles are acceptable for us in all wind zones up to V„d = 150 mph (V,dt = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM 03161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP i adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,fd =1S0 mph (Van =194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category a or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D71SB indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'") exceeds the calculated uplift force (FT) at a maximum design wind speed of V,sd = 150 mph (V„h = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, U.C. Evaluation Report 3S32.09.OS-R13 Certificate Of Authorization 09S03 6" EDITION (2017) FBC NON-HVHz EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/OS/2017 Page 3 of 12 TRINITY I ERD INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC iSO7.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1S07.2.3, 1507.2.4 or R90S.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1S07.2.6 or R905.2.S. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. 6.4 CT20'", XT" 25, XT" 30, XT'" 301R: LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12.. 12" 12" Use four nails and six spots of asphalt roofing cement, for eeery full fd 05 nm)-f-(305 TT)— (305 mm)--j shingle (Frgam 11,4). ASphait roofing cement meeting AST t D4586 25 mm) I - Sealantlant 1"(25 mm) 7)pe II is suggested. 5s/a" (145 mm5t/?'P6rwo---- - - - - ---- i METRIC 1 — " Rooling Cement i" (25 mm) Sealant 1" (25 mm) Apply 1" (25 mm) spots of asphalt tooling cement under each lab cornet. 6 ire.. Figure 114- Usufomr naps andsir spots gfaspbaft anent on snap shpes. CAIMON, Excessive use of roofing cement can cause shingles to blister. Figure 11-3: UsefournapsforemryfuUsbingfa 6.4.1 Hip & Rid¢e for CT201, XT" 2S, XT" 30, XT" 30 IR: Cut Shingles 1 "- 2" (50 mm) Remove - 25mm)UI- It -I f 1 I If--- 1f --1 Cap Cap Cap t,m) Shingla ShingleShingle Figure I1.24: W labs, tden him back to make cap shingles Eagllsb dimensions sbomn). g' 12"(305mm) ?a°* A 125mcn) Figure 11-25: Installation gf caps along the hips and ridga. 6.4.1.1 For ASTM E)3161, Class F performance use BASF "Sonolastice NP1^" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3532.09.OS-R13 Certificate olAuthorlration 99S03 6" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/OS/2017 Page 4 of 12 6.S LOW AND STANDARD SLOPE Cse SIX nails for teen full shingle located :ls slimm helm. Nail tan Nall Lae LL I-L figure Y: Me six nails for euerr ftfi shingle. QOTRINITYIERD STEEP SLOPE Use SIX nails and FOUR spots of asphalt roofing cement fur even• full shingle as shown helot ,apply asphalt roofing cement I"(25 mm) from edge of shingle. ;%sphalt roofing cement mecting,ul rM D 4586 npe II is su'u(.Kled. figure f: Uso .riv tilt and fivar spots tf usplxtlt rtwfng cement no sleep .slopes. 6.5.1 Hip & Ridge for Arcadia': Cedar Crest"', Cedar Crest'm IR Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "SonolasticO NP1"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-1113 Certificate Of Authorization a9503 6" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-1112 CertainTeed Asphalt Roof Shingles; (610) 6S1-SS47 Revision 13: 09/OS/2017 Page S of 12 It TRINITY I ERD 6.6 BELMONT® OR BELMONT®IR: Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, asphalt roofing cement— for every full located as shown below. Belmont shingle. Apply asphalt roofing cement t" (25mm) from edge of shingle. srep6mml 0040 MOM IPON, It00,08or, 00 o Additional mils d mquited. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. 1. M am) 1100 inn (;eawd 6. 6.1 Hip & Ridge for Belmont° or Belmont® IR: 6. 6.1.1 Option 1: For Belmont®, refer to instructions herein for Cedar Crest- or Cedar Crest" IR hip and ridge shingles. For Belmont° IR, refer to instructions herein for Cedar Crest' IR hip and ridge shingles. 6. 6.1.2 Option 2: For Belmont°: Shangle® Ridge Figure 17-1& SbanRle• Ridge. 18• Exposure Remove tape from the right side 1 J. 8•` I and fasten SECOND Fasten the left side 85 s' RIGHT FIRST LEFT Figure 17-19. Installation of Vbangle® Ridge sbingles on baps and ridges. 6. 6.1.3 For ASTM 03161, Class F performance use BASF "Sonolastic® NPia"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3532.09.OS-R13 Certificate of AuthoRtatlon 09S03 6" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-SgS47 Revision 13: 09/OS/2017 Page 6 of 12 6.7 QOTRINITYIERD LOW AND STEEP SLOPE STANDARD SLOPE Use seven nails and three spots of asphalt nfoffng ceinew for every Ilse five nails for every full Shangle. fill Grand Manor Shangle. Ilse live nails and three spots of asphalt ruorrng verb• for every full Carriage (louse Shangle and Centennial Slate. Apply asphah roofing cement 1' (25 man) from edge of shingle F(ure 17-5). Asphalt roofing cement metling A`TM D458611-pe II is suggested. 25 --(25mm) mm) 5/ 6" 656, 38 rum) 06mm) ( 220mm) i t•• of less L 1--(25ftm) I (25 mm) Figure 17.4. Use fire naiLr for ea.Y'r1• frill Graad .Ilanor Slwngle, 1— ' - Sig•• g 5rB Carriage How Sbangir, or Centennial Slate. t6 free) r IWO mm) Form 17.5. Wben frutaOHrg Grand ,tlanar Sbanghx an strap slopes. use seven nails and ihmespou ofasphatt nwfr»g eeraent. 6. 7.1 Hip & Ridge for Carriage House Shanele® and Grand Manor Shanele: Refer to instructions herein for Shangle° Ridge hip and ridge shingles 6. 8 LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 12,' 1--( 305 mm)-- --(375 mm)-- --(305 mm)—{ ra. erorurar. oe.eaer.nrae rwrowr,m..s 1" ( 25 mm) Relea a jape 1" (25 mm)M) — 1 tn.. NailableT . Area LANDMARK TL NorthGate: 13' X 13" 131/2" 1—( 343 mm)— —(330 mm)——(343 mm)—j 1" ( 25 mm) 1" (25 mm) —I — FA " I" figure 13.4. Umfour foils forrrrq•frdl sbinglet wroE NMLNc Ir 14314' 1r AREA I (30S mm) (375 mm) — + (306 m.•n) I Nailtg Umes 1' ( 25 m n) nal lao r 125 mm)— + over nail Ine Nang areas for low and standud dopes (hom 2'.12 to 21:12) Nil bar~ upper S lower Ines as shown above. Exterior Research and Design, U.C. Certificate o/Authoriration 09SO3 6r" EDITION (2017) FBC NON-HVH2 EVALUATION CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Evaluation Report 3S32.09.OS-R13 FLS444- R12 Revision 13: 09/OS/2017 Page 7 of 12 N STEEP SLOPE Use six nails and four spots of aspWilt roofing cement for evety full laminated shingle. See below..%Spliall roofing cement should meet Aa'Ta1 D45861)pe If. ,apply I' spots of asph:di roofing cemem uncle etch corner and :it about 12' to 13" in front each edge. METRIC DIMENSIONS 12-- 305 mm) Nail Area 1 Fat Steep' 25trim) 143/ 4" —12"— 375 mm) (305 mm) 1"( 25 mm)-" STEEP IT SLOPE I—(305 n NAILING AREA I QOTRINITYIERD LANDMARK TL 131/ 2" 13" 1131/2'L.-- 343 mm) ( 330 mm) I (343 mm) I-(2S mm) 1 "(25 mm)- 25mm) 25 mm; NorthGate: 14-3/ 4' 0 1 -1'( 25 mm) r Conant Figure 13- 5: Use six nails and four spots of aspbdi too ing cement on sleep slopes 12' 305 a 1'( 25 mm' F l.. 25 mm) Nailing areas for steep slopes (greater than 21:12) and "StornAalling" Nail between lower 2 nail Ones as shown above. 6.8.1 Hip & Ridge for Landmark'. Landmark"' IR. LandmarkTM Pro. Landmark' Premium, Landmark'" TL. Landmark"" Solaris, Landmark' Solaris IR. NorthGate: 6.8.1. 1 Option 1: Shadow Ridge'" or NothGate Accessory 12' 97/11' 305mm) (2250) 150mm) ( 150m 415/ 0mmm41S/1 6' m) I (125mm) I (125mm) t Notch for Centering 17 •\ T 131/ 4' 13m1 Notchesfor Alignmemto T (337mm) the Top Edge of the Previous (180mm) L L Capfor 5' (125nn) Exposure I English Dimension Shadow Ridge" Exterior Research and Design, U.C. Certificate of Authotr- rallon A'9503 6' EDITION 12017) FBC NON-HVH2 EVALUATION CertainTeed Asphalt Roof Shingles; (61016S1-5847 75N 196mm) I Metric Dimension Shadow Ridge' Evaluation Report 3S32. 09.0S-R13 FLS444-R12 Revision 13: 09/ OS/2017 Page 8 of 12 i 9 27/3r 250 nun) 4I5ng'(125r m) Centetirp Notch 131/4' 337 mm) \ Align thes, / notches to top edge o1 pra lous course NorthGate Ridge TRINITYJERD 13 1/8" 4—(333 mm)— I-6 S/8-6-1 -6 5/81-I168mm168mm 1 1 Centering 7 Sir 13 1/4' ` Notch I 1 194 rum) 337 m) \Align theses 1 notches to topiedgeof 7 SIB' t f mm) previous course. NorthGate Accessory r( 305mrn) , laying Notch I c Figure 13.2& Use laying notedca to center sbinglet on blps and rialges, and l0 locate tha coffeel exposurtt. 6.8.1.2 for ASTM D3161, Class F performance use BASF "Sonolastic® NP1'"" adhesive or Henkel "PLO Polyurethane Roof & flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest"' IR hip and ridge shingles. Exterior Research and Design, I.I.C. Certificate of Authorlratlon a9503 6'" EDITION (2017) FSC NON-HVH2 EVALUATION CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Evaluation Report 3532.09.0S-R13 FL5444-R12 Revision 13: 09/OS/2017 Page 9 of 12 6.9 LOW AND STANDARD SLOPE: For low and standard slopes, use five nails for each full Presidential shingle as shown below. Nalitig 40" r Guide Lines (1016 mm) S 1l4' 133 tin) 14 1/4' 1 12' 38 men) (362 mm) NOTE: Apply nails on painted guideline. Figure 16.6.• Pasiming PresiAmHal and PresiAmiml TL Sdaho shingles on low and standard slopes QOTRINITYIERD STEEP SLOPE: For steep slopes, use nine nails for each hull Presidential shingle and apply V diameter spots of asphalt rooting cement under each shingle tab. After applying S nails in between the naWng gulde Woes, apply 4 nails V above tab cutouLs malting certain tabs of ovrrl)1ng shingle cover nails. i I I' diameter asphalt tooling cement Figure 16.7. Fastening Preshforthd and Presidestlinl T/L Shako sbingAm on sleep slopes. 6.9.1 Hip & Ridee for Presidential Shake', Presidential Shake' IR. Presidential Shake TL^'. Presidential Solarise": 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7• front the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' Into the deck or completely through the deck. Presidential accessory comes In two different sizes: Accessory produced in Birmingham, AL is 12' x 12% Portland, OR produces 97/s' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastico NP11M" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest', Cedar Crest'" IR hip and ridge shingles. 6.10 1.0% STANDARD AND STEEP SLOPE: rl;pim 15.3: rmlrning llaltemt %birigirs on Lotr and Mandaed Sioprs For ton• Semi stan(Lint slopes, use nit nails for each full Ilaitents shingle as shrmn ahm c. rrjum li• 1: raueaipl naanat w4ft w steep For veep slopes, use (he nails and right spout of asphah roofing cement for each fob tlatterms shingle as shorsn abets, Apply I' Mainz) dimmtser spins of roeOng cement (AST\t 0 4S9611pe u suggested) under each tab corner. Ikea shingle Into place; do not mpose cement. CAMON: too much tooling cemat can none shinglts to hgster. Exterior Research and Design, U.C. Evaluation Report 3S32.09.0S-R13 Certificate of Authorization 89503 6" EDITION (2017) FSC NON-HVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-SS47 Revision 13: 09/OS/2017 Page 10 of 12 QOTRINITYIERD 6.10.1 Hip & Ridge for Hatteras"': 6.10.1.1 Option 1: Accessory for Hatteras F^ Figure 15-14. 18Ib m-piece units separate to nia,Ee 541/alteras Accessory sbingles. 6.10.1.2 Option 2: Cut Hatteras Shingles 230 ram) I I I en ego I--- 18"03mm114'-__- s eassccc l 460mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle 4 Figure 15.20.' Cal Halleras shingles to ntake cover cap. Figure 15-21. InstiWalion of Caps along hips and ridges 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP110" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATEt", HIGHLAND SLATE'" IR: LOW AND STANDARD SLOPE: STEEP SLOPE: Figure i t •3: the FAA naitf far evey iNgbland S fato sbingla Use FIVE nails and EIGHT spots of asphalt roofing cement• for each full Highland Slate shingle. For %fi2ml-D2de, SIX oohs are required. Apply I' diameter spots of asphalt roofing cement under each tab comer. Agthalt roofing cement meeting ASW D4536 7)pe If is suggested. j on..a I maao a.et weAe'j a+mal aiew j--{ - L — — -- A Mem:nsle rpvr r•RSmm1 Q,3 Suerotaleerr4 _ , _ oaw a rro.nl — — Reellny Camera Figunt 11 •;s Ilia fM nails and alibi gyms oja*Wt roofing aovusu unEry ewb tab Corers cAtn'IpY: Eccesshve use of roofing cement can cause shingles to blister. 6.11.1 Hip & Ridge for Highland Slate u, Highland Slate'" IR: Refer to instructions herein for Cedar Crest', Cedar Crest'" IR or Shangle Ridge" hip and ridge shingles. Exterior Research and Design, U.C. Evaluation Report 3S32.09.OS-R13 Certificate of Authorization #9S0d 6r" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) M-S847 Revision 13: 09/0S/2017 Page 11 of 12 6.12 LOW AND STANDARD SLOPE kc FOIN nails lilt. canary full Shingle Iocllvd .e; Shown hcluay. stalanl i_ li 12 +I RS raa) j j t' (8 ems}« i 156m1a1 M-1 (3n--A (3m-) QOTRINITYIERD STEEP SLOPE I se FOCR nails and four sixts of asphah roofing cement for every full shingle Li shoevn heloe^. AsplLdl nNlftng caaocnl meding,lq'\I 114586 Ix: If is suggesle& Apph• 1'(25 Inn) slujLs of aspit.dt r(Kifing ceincul :u shou-n. CAtITION: lisccssia'e use of touring eanlau can cause shingles to blister. l.—------- btA' Vlnmi" p5ia"1I} 0 0 . 1 I-- ReallnO t m nl 4t2" RnMMI (IM-1 6.12.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar Crest'", Cedar Crest"' IR, Shadow Ridge'", NorthGate or Shangle Ridge' hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 9. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.0S-R13 Certillcote o/AuthoAratlon a9SO3 6' EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/OS/2017 Page 12 of 12 f 1 /2/2018 Florida Building Code Online SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts db4d Product Approval Pr USER: Public User i`I=1= Product Aooroval Menu > Product or Aoolication Search > Aoolication List > Application Oxtail FL # FL12328-118 Application Type Revision Code Version 2017 Application Status Approved Comments Archived O Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri_eden@tamko.com Authorized Signature Kerri Eden kerri_.:eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12328 R8 COI TBP14001.4 2017 FBC Eval Report TAMKO Underlavmen final.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code https:lhvww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXOwtDgtF2AezuaggOlAramDGm5ebtSwRW28J8d8c6lCFKFGNQ%3d%3d 1/3 1/2/2018 Florida Building Code Online N 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 1 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. 12328.3 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. 12328.5 1 No. 15 ASTM Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. 12328.6 1 No. 15 UL Limits of Use Approved for use in HVHZ. Yes Approved for use outside HVHZ.- Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Description Roll roofing surfaced with mineral granules Installation Instructions FL12328 R8 11 TBP14001.4 2017 FBC Eval Reoort TAMKO Underlayments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001,4 2017 FBC Eval Report TAMKO Underlavments final.odf Created by Independent Third Party: Yes Coated organic underlayment Installation Instructions FL12328 R8 11 TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 RS AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Created by Independent Third Party: Yes Asphalt saturated organic underlayment. Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort TAMKO Underlavments final.odf Created by Independent Third Party: Yes A self -adhering modified bitumen underlayment. Installation Instructions FL12328 R8 It TBP14001.4 2017 FBC Eva[ Reoort TAMKO Underlavments final.odf Verified By. Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort TAMKO Underlavments final.odf Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Asphalt saturated organic felt Installation Instructions FL12328 R8 It TBP14001.4 2017 FBC Eval Reoort TAMKO Underlavments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort TAMKO Underlavments final.odf Created by Independent Third Party: Yes hfps:ltwww.floridabuilding.org/pr/pr app_dU.aspx?param--wGEVXOwtDgtF2AezuaggOlAramDGm5ebt5wRW28J8d8c6lCFKFGNO%3d%3d 2/3 CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417) 624-6644 htto://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813)480-3421 FLORIDA BUILDING CODE, 6t" EDITION (2017) Issued October 19, 2017 TAMKO® ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKOO ASTM Tile Underlayment TAMKOV Master Smooth TAMKOO Moisture Guard® TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKO® No. 15 UL Asphalt Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt TAMKOO No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO® TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturers installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKOO TW Metal and Tile Underlayment and TAMKOO TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKO® Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKOO ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKO® TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering undedayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKO® ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKOO ASTM Tile N N N N N Y Underlayment TAMKO® Master Smooth Y' N N N N N TAMKO® Moisture Guard® Y N N N N N TAMKOV No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKO® No. 15 UL Asphalt Y Y Y Y2 Y NSaturatedOrganicFelt TAMKOO No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO® No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMK04D TW Metal and Tile Y Y N N N Y Underlayment TAMKO(b TW Underlayment Y Y N N N N TAMKO® TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 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. 0 CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The undedayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each undedayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM 0 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. II111111/11, PaY R. G No 74021 • STATE OF :W s;ONA; 1?,` CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417) 624-6644 htto://www.tamko.com Quality Assurance: UL LLC (GUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE, 6'" EDITION (2017) Issued October 19, 2017 TAMKO® ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM Tile Underlayment TAMKO® Master Smooth TAMKO® Moisture Guard® TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKO® No. 15 UL Asphalt Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ onlv. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKOV TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO® TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8' gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKOO TW Metal and Tile Underlayment and TAMKO® TW Underlayment shall be 40'F. b) The minimum application temperature of TAMKO® Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKO® ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKO® TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKO® ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKO® ASTM Tile N N N N N Y Underlayment TAMKOV Master Smooth Y' N N N N N TAMKO® Moisture Guard® Y N N N N N TAMKO® No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKO® No. 15 UL Asphalt Y Y Y Y2 Y N Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO® No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKO® TW Metal and Tile Y Y N N N Y Underlayment TAMKO® TW Underlayment Y Y N N N N TAMKOS TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Eaiily Reoort No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (fST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6'h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 1111111/I/,IR. G c%c E NsF ,•' No 74021 STATE OF O 0 R 0 CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, not will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1/29?018 Florida Building Code Online Gd ct•:' = • •J ^77.1 • •U_ bJ0:.0'TL•:2f, J BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Units I Sear. b a Pr Product Approval f USER: Public User Product Aooroval Menu > Product or Application Search > Application List > Application Detail FL # FL3792-R10 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lomanco, Inc 2101 West Main Street Jacksonville, AR 72076 501)982-6511 acarter@lomanco.com Andrew Carter acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext361 acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext6163 acarter@lomanco.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Miami -Dade TAS 100 (A) Year 1995 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with t new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method 1 Option A I I Date Submitted 11/08/2017 https:/tfloridabuilding.org/pr/pr app dtl.aspx?param=wGEVXOwcDgsFgPhXouzzgPGbeVdikEkuTrizAU6DFsUembpCG3RoA%3d%3d 1/3 1 /2/2018 Florida Building Code Online Date Validated 11/08/2017 Date Pending FBC Approval Date Approved 11/12/2017 summary of Products FL !t I Model, Number or Name Description 3792.1 113S Roof Louver Aluminum Roof Louver Limits of Use Approved for use in HVFIZ: Yes Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be Certification Agency Certificate FL3792 R10 C CAC Lomanco 13S-2000 - NOA 16051025.odf Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports 3792.2 [730 Roof Louver J Aluminum Roof Louver Limits of Use Approved for use in HVH2: Yes Approved for use outside HVH2: Yes, Impact Resistant: N/A, Design Pressure: N/A Other, 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall, comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be Installed on roof mean heights greater than 33 feet., Limits of Use Approved for use in HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.4 1770 Roof Louver Limits of Use Approved for use in HVH2: Yes Approved for use outside HVH2: 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 bulding code. 3. Lomanco's Model 730,7SO,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.5 1770D Roof Louver Limits of Use Approved for use in HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NO 16051028.odf Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 RIO II Lomanco 700 Series - NOA 16051028.odf Verified By: Miaml-Dade BCCO - CER, Created by Independent Third Party:, Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NO_A_ 16051028.pdf Created by Independent Third Party: Yes Certification Agency Certificate FL3792 RIO C CAC Lomanco 700 Series - NOA 16051028.odl Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 RIO II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 RIO AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 160S102g.odi Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.ndf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 RIO AE Lomanco 700 Series - NOA 160S1028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 RIO C CAC NOA IS-0709.09.odf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 RIO II NOA 15-0709.09.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 RIO AE NOA 15-0709.09.odf Created by Independent Third Party: Yes The State of Florlda Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Prlyacv Statement :: Accessibility Statement :: Refund Statement https:/tfloridabuilding.org/pr/pr app_dtf.aspx?param--wGEVXOwtDgsFgPhXouzzgPGbeVdikEkuTrizAU6DFsUcmbpCG3RoA%3d°/a3d 2/3 MIAlaaaanE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.28AY4ExpirationDate: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 0 ROOFING COMPONENT APPROVAL Category Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRl Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/ 15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1 %4" aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. ApplyV2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOF VENT DETAIL B St i 750 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 MIAMMADE C OUNTW Expiration Date:-0512 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C t i .00 6 -D") I 750-S SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 1 DETAIL D 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE Q} r NOA No.: 16-0510.29 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMaQAOE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages l through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. AY4 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 MIAMMDADE COUNTY NOA No.: 16-0510.28 Expiration Date:-0512 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply %2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A 7, NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 PVOW i i iRzOOIM-1 m M M W-" 700 SERIES LOUVERED ROOF VENT PVOW i i i RzOOIM-1 mM M W-" 700 SERIES LOUVERED ROOF VENT DETAIL B 1 10,4331 I i t u I 1 f 750 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 MIAMti0ADECOUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C i I i I II 16- G.O - I 750- S SERIES LOWERED ROOF VENT MIAMFOADE COUNTII NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 I DETAIL D 2 00 750-E SER[ES LOWERED ROOF VENT END OF THIS ACCEPTANCE M= 4,91 1-- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMa MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmidade.eov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. A*A- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS I00(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Muuaaw pe cou Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply %' wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 OWNPIP M —= IM= 11- 700 SERIES LOUVERED ROOF VENT OWNPIP M —= IM= 11- 700 SERIES LOUVERED ROOF VENT DETAm B 1 L r•. rl -1.. 750 SERIES LOUVERED ROOF VENT U NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 i i 5.33 DETAIL C I 750-5 SERIES LOWERED ROOF VENT CG• NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 231 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE NOA No.: 16-0510.28 MWODADECOUNW Expiration Date: 08/16/21Im Approval Date: 06/30/16 Page 9 of 9 SCIS Homo log In User Registration Hot Topics Submit Surcharge Slats r! Facts Publications FaC Staff a as site Map Links Search bFbdda.Product Approval I ib USER: Public User Product Aooroval Menu > Product or Aoollcation Search > Aoolication List > Application Detail FL # FLiS8-1110 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer CAST:CRETE USA, Inc. Address/Phone/Email PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext128 cparrino@castcrete.com Authorized Signature Craig Parrino cparrino@castcrete.com Technical Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Quality Assurance Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cpartino@castcrete.com Category. Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year ACI318 2014 TMS 402 2016 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/18/2017 Date Validated 11/14/2017 Date Pending FBC Approval Date Approved 11/21/2017 Summary of Products` FL Ae Model, Number or Name Description ISS.1 High Strength Concrete Untels 4, 6, 8, and 12 Inch wide lintels Limits of Use Certification Agency Certificate Approved for use in HVH2: Yes FL1S8 R10 C CAC NOA 17-0821.18.odf Approved for use outside HVH2: Yes FL1S8 R10 C CAC NOA 17-0821.19.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load FLIS8 R10 II NOA 17-0821.18.odf FL1S8 R10 If NOA 17-0821.19.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Eack wort Contact Us :: 2601 Blair Stone Road, Tallahamee FL 32399 Phene: 8SO-487-1824 The State of Florida is an AA/EE0 employer. ConvAaht2007-2013 state of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addressrs are pubic record. If you do not wish to supply 6 personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 4SS, F.S., please didt h_C . Product Approval Accepts Credit Card Safe MIAM I-DADE MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) inyw,mlamidade.aov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 Scom This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the eight to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 17-0821.18 tlMIMFpAOECaNTY <—/ Expiration Date: 09/11/20I8 6 Approval Date: 09/28/2017 09 / 2 g/Zo j7 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March. 24, 2003, last revision #1 dated .4pril 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on,Jlexuial testing on 4", 6" & 12" Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTMS-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATE, RIA L CERTIFICATION: 1. Quality System'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System. Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Draiving No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, AE., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed.and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mian:i-Dade County Department ofPermitting, Environment, and Regulatory d fairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0921.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 414-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details", sheet 1 of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None, C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., cent Being compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By kfiami-Dade CountyDepartment of Regulatory and Economic Resources (REI). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florrida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. s 0' Helmy A. Makar, P.P., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E- 3 4"' SOLID LINTEL nATA TAAIc Fr77lt?1 i ra len I rcv iirJlL'IL1d li G1 limeMPA llsll-t-Irlr• •IULCs HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS ME 'r IVPE 'A'_SDBI IL rs, vailL vu ILIA: ,I. t:: . Ky(tr.il r3. iK`1i 1'11r.riiiE+.'C1V1wi J l•n•L:1=i,1 f7C3i f:sG'>• a9 r.Ts f11}Jr tam [1GLSf vcs c va o Km Ib KKCyf S):llSI I1J.t'-'.JIG.' vt1L"JE 011/..Erf: Lia1tali R=J tS:a IJa:S:.J(1=i [gWR7Lf mm 0;L-r a HLG`'/fr41R/1:'1t1f.111.LI.r.'Vile Ylet • 7•lf d'f'/• rA[M frl K'L.atlr'dLf 1rrlti Mf}. '.9 r-8rAm7xs ]LW.[' rJ.VfM rar arcaowlJ"Iraalr t=:resamo nn nwnfmRr MMWAM G MAND rM PAVAIM AFP4M . K K OWM= a cop"o f LW Am WWI K Rtr00fOf b M NXNWAte Kf W MIMfrmf WIN com L•Atr-EKtt Will MC L xWWMW BIEM r%+t W dW W0I 14 04 AM P ACM 4 wym M=, AO IR D= AM60 - tae m a 10 Aid AM r. MID rK In& rAM / E'OEM mMmn AM WWW MW L e mom slums L r. . KK rK m AG E KD AM IR KW FM UCIJ W m RG Wn=0 MR0 EO INUUM - . W Fina to=^ f. - Me M MA no kwmO 22SK" - 4 W W Ut mSEI GK rAMMUS YKR WO MM EKG GMG K CUT MU fO "M 10 K MU %RR RM R "MI. rn. TACO tfA W 0 AMR If M IKIGf MO KK/KO Ms IRK G PA PRODucrRGVLMD ulRmWy6tp+.11D lho Peal G .•' CEN . 0 Aurapt KteeNol -oZ PRODUC:RCVISILLI 0.4 eo' 'oauuo B mEUKytr u,:m pd1111p No! 01 a .67 lt Ix10o ) 8 OR1Q MCR679 NCO PRECAST AND PRESTRESSED LINTEL DETAILS nr eM. Aa 11 f]1101 fR An AKYK I9= K am c J CENERALNOTES_ I) Yolyddhe dAAM MID W rd mltoppr. A6DI CM 4" m er ! FmtlhOt sol. ebol des a! Idd a^ la•ww inn coat ba I ad OF POOL 9 buft k4th b Ito mr• D % ba... A) hdL M mww bed ab And I&K Q odo 40 so pwc,3dd=bdmb+ W pemmdlq/ b" fe bf° i t 4 14Pet0g7 • 1z N 102bpO 5) AS bdeb med er ea-d l . de0 *ll" N1b1of Omdf t/10D 7ddbdgbGglpl f . Lbe b Wed toCabSwim18MAl to .•IreGID 1Ye IWYe Bi0601 h 61•re me bbb m repb-A 4• nb Web to be bdmd -/ 4• imemb Wdm" •ot emgldm rgvai 0) coog tjwd dbdonnt d sdd mml eoslh dP w wchRKwd 12) aalAiodo • al nUortl9 •M 9raR b" 'e1 Os d Or ud• b 13) to data calm- d mbtd- bde40 b mbner ewNd. , doP m= ad%ID d emm 4o•d b .sma sa.(ywdyAtnt atom' v`.Aer wrQ(Q OK H) k b akNM dWW for Obi• mnNdlwip dfi 1t o f NeaCrit 0d we0n1 bed 4 4*w I•Aladd bd S 1.0 Seb Mod bed Sde bs&mw had 15) Fa cwnMeb kW Ad0h rd &W% as id- bd tmm wd km bdtm eb•ml. IQ For UM bo$W not dw-). mm nb bad bcm ad Irgd MO elan 17) Sao bob a• apgb°ead dmdb bete. 10) Sda lode WA e• mftd dWp, mobib pw AD 63D dad A13 3IS lo) r i:daea m ne dl m mfs IDp. IAO°idd 9n I...`d!°°dd SEE SUE LAIERAI. LOAM MUS FOR LW IWW REOiFOM CMU (flGM F1RI. COURSE 1/2' MR lTP r_.` vs; v.• 5 RE9AR FOR a was g FOM FOR 12• ll 1flS CR40 at FROD SAFE LOADS FOR 4" SOLID LINTELS CiAsr farn GRAVITY TYPE LEM03i 4S6 3'-6' (421 PRECAST 11 BO 4'• 0* (481 PRMAST 959 4'-6• (541 PRE= 7119 5'-10'(70' PRECAST D SW (71r) PRECAST 360 7'-r (90r) PRECAST 260 9'-4' (112) PRECAST 156 10'-r'(128' PRECAST 116 12UB 44-14Rrn UPLIFT LATERAL TYPE: LENGTH 4S8 4S8 S-r (421 PRECAST 687 371 4'-0' (481 PRECAST 597 320 4'-6' (541 PRECAST 529 258 S'-10'(707 PRECAST 407 148 8'-6' (781 PREGST 366 118 7'-e (901 PRECAST 280 87 9'-4• (112+) PRECAST 187 55 10'-8' (12n PRECAST 152 43 121`8 121"12 12F18 10) Nll Rd Wood •+ .• 11) Ddlem b10 edbl rdro to M leootd d Ile b,lle•1 of Ibe bdd scot• ,•., 1, .,;, ,,... PROD=ARVISOD BUg 6FB 6F12 6F16 ''!•,; m,..#f*0w11bdnFledk 1 '.- .. • , 4 ' • Dun&* d„abw)7 oBZI./g '• i :•r.;rc;, TYPE DEMCNAMON I 1J ' •• r.mwm®m/d- Umn 6y p 1 •• • •• ':: y -"'; y. •i•j•4•t'.i• ;°t'';'Y=t r dm ma mmow*f •- • '{ • IBC 'C 'i i•1 iT /°i`?t• cY '"'` ` :+ 12F16-2B/2T wm M, mama ti• f,„+,; ;'.. :Y w%y 1 r'yY `Y*:.!: toss roe bwe N roP .4' •:w i1• •r• /. ' . °Ir`' • +• Mx is Um K t rm Rum! •, '•• n mwmru, b..• ' '•l: i'+-R•1r:': .i rfr.w :c •,SSG••• f,.• am 4S8 : 4' :' G • g •• 12F28 121`24 12F20 m P•• 1 OUR mr 4WY s qV ,;1 L'RODUCFROVISIU) biAwns a rum S• 1F S7 T •• 13W°I°•01r ' wfm°aF wlab m 5 • • • • • • • • ,p _ % .- j CFWGPARRIN0 d2,•Ilmiom • • • • ? W NOu0al7DD1N ••.• R10,•', 8924CR679 8 BF32 6F28 6F24 6F20 'l.,O +IpIV G . RSE>4ER• iL 3M N mat FM ad. mwCAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES lu mm °OSWS-N t0AP0 m JOIIW Se mb Ml 61mL3ndu a[ " m CLO FAMA P.L - Au K a761 I DJU M610O. 1"m SW I OF 7 SAFE GRAVITY LOADS FOR 6" PRECAST U-LINTELS 4 mm-te *l SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U8 6F8-tB6F12-186FtB-IB612D-186F24-186Fffi-1 6FR-18 Y-6' (427 PRECAST 2332 2576 3892 5050 6148 7227 7 9J57 4'-0' (461 PRECAST 20M 2313 3892 5050 1 B148 7227 B297• 0357 4'-6' (641 PRECAST 1854 1087 3633 5D50 6148 7227 U97 7 5'-10-(70r) PRECAST 1067 126D 2198 3557 5734 7227 8297 8225 6'-8' (781 PRECAST 949 1078 1931 2850 4328 6737 8227 9357 7--8- (901 PRECAST 779 883 1459 2168 3151 4524 6654 9357 t. 9'-4- (1121 PRECAST 564 660 1056 1523 2084 2705 3731 SD17 10'-V(1261 PRECAST 503 568 895 1270 1706 2236 2898 3747 11'-4-(1387 PRECAST 457 513 805 1133 1507 1252 7.492 3103 12'-W(1441 PRECAST 425 477 744 1042 1377 1769 2238 2808 tY-4'(1607 PRECAST 373 417 646 BOB 1170 1485 1852 2285 14'-O'(1687 PRECAST 351 392 605 035 1087 1373 1703 2087 17--4'(2087 PRECAST N.R. 299 455 620 724 985 1198 1437 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE ND. 4 SEE GENERAL NOTES - SHEET 1 OF 3 SAFELATEAALLOADS MR A- DRFCABT tLLMTEL4 Cm*Cmf SAFPLIF AD LENGTH TYPE 6U8 6F8 RCMU 3'-8' (421 PRECAST 587 1055 595 4'-0- (481 PRECAST 487 787 445 4--8' (541 PRECAST 41 S 609 344 5--10-(707 PRECAST 300 350 195 6'-6- (787 PRECAST 20 496 j 157 7--6' (901 PRECAST 222 367 116 9'-4' (112") PRECAST 173 352 74 10--6'(1281 PRECAST 151 276 58 11'-4-(136) PRECAST 139 311 49 12'-0'(1441 PRECAST 131 277 44 13'-4-(160') PRECAST 117 223 35 14'-0'(1681 PRECAST 111 202 32 17'-4'(2087 PREsmEm N.R. 130 21 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR V PRECAST U-LINTELS Cwsv 4edN SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH Trpr 6FB-1T 6FI2-11 SF16-IT 02D-17 6F24-tT 6178-tT 6F32-IT Y-5' (421 PRECAST 1412 2D74 2715 3356 3997 4838 5279 4W (457 PRECAST 1225 1BOD 2357 2913 3470 4027 4583 4'-6' (541 PRECAST 1083 1592 2084 2577 3069 3562 4055 5'-10-(707 PRECAST 831 1222 1600 1979 2357 2736 3114 6'-6' (787 PRECAST 723 1D97 1437 1777 2117 2457 2707 7'-6- (901 PRECAST 648 m 883,0 1249 1544, 1B40 2135 2431 9'-4- (1121 PRECAST 575 57104 980 j 1252 1492 1732J ID72 IO'-6'(128') PRECAST 514 402 787 w 1121 133J.155) 17BB 11'-4-(136) PRECAST 474 404 685 ts 05 fl 121319 U42 1645 12'-OF(1441 PRECISE 454 38700 Sion, 88B 1093 1299 1506 13'-4'(1607 PRECAST 402 308 516 735 900 1078 1247 14--e(1687 PRECAST 353 285CM 475 m 677 832 989 1145 17'-4'(2081 PRECAST 253 2 88 33B 476 MSJ 693 B03 n THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE CE)4ERAL NOTE NO. 4 PRODUCC R8vLs ;A adEiogi Cods ilA ° Plnida AttmKe No WO? D0° ey PR0DIIDTR11VMSD 6wd*0,4 nthetlatm ANo oS.o h=ure o - r CRNOPARRINO ar Z/88R CR 579gee. ZONAL4111#691V 10 SMER.R s35B4 aroma R. P.F-mNO."m m-CAST--CRETE 4", 6" & 12" LINTEL SAFE LOAD TAB 1u ARIBA smw-t4 omm m am mw 6QVa RAJ. FU I d/N/06 I =iy W. CAW mm10, RL - MC. w in" I Dotl141¢a U4112 off e r- SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS 4 "T.4- M SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE IZUB 12I8-29 IV12-3 12no- ty10-28 12f21-2B t2Rb29 17i37.28 S-e (42' PREW 3428 5000 5938 7619 9352 11060 112755 114438 V-0' (481 PRECAST 2923 4232 SSW 7819 9352 11060 12755 1443E 4'-8' (541 PRECAST 2396 3464 5304 7619 9352 11050 12755 14438 5'-10-(70') PRECAST 1612 2320 3218 5234 8497 11060 12755 14434, 8'-6' (781 PRECAST 13M t986 2079 4196 6421 10032 12755 144 7-6' (90I PRECAST 1138 1629 2131 3218 4676 8756 9763 1 9'-4' (112') PRECAST 795 1216 1535 2230 3083 4167 15M 755 10'-8'(121r) PRECAST 614 1043 1295 IBM 2516 3323 4334 5532 It'-4-(1381 PRECAST 518 045 1162 1649 2216 2893 3719 47 12'-1P(1441 PRECAST 458 878 1073 1 1513 2020 2817 3333 4208 IY-4'(1601 PRECAST 359 767 926 2743 3409 14'-O'(168') PRECAST 321 120 865 M152 2451 3106 t7-4'(2081 PRECAST N.IL 451 031 1750 2102 19'+4'(232') PREQWT Kit 343 477 1300 1600 n iME MOM W PJJIW114SIS ARE PFMDD AM== FOR 48ADE 40 FitD MM RMWL SEE GOERAI MW RM 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/2" RECESS DOOR U-LINTELS am SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12" 12T6 28 t29F1a n- I81E28- 1116Ja 4'-4' (52) PRECAST 25M 2942 1468 89 13679 15M 4'-8" (54') PRECAST 2319 2740 5468 69 13879 15M 5'-8- (687 PRECAST 1347 1841 3555 3494 69 13079M1 5'-10'(70l PRECAST 1259 1758 3361 68 13679 1587 6'-9' (80') PRECAST 924 1430 2633 125 148 7'-B' (907 PRECAST 703 1203 2157 22 9 1139'-8' 1161 PRECAST 389 843 1451 27 5417 e380 n 11E MMM RF PARWKW ARE MtWff WXnMG FM 40M 40 FW AMW KM SEEGEIFAV. MOM NO. 4 . SAFE LATERAL LOADS Cn° 49. 00"AQT I1.2 h}7C1 C C PLLOAD LENGTH TYPE 12UB 12FB RCMU S- 6' (4n PRECAST 1295 48411 393 4'- 0' (41r) PRECAST 1295 48411299J. 4'- B' (541 PRECAST 1049 3922 2417 T- 10'(70) PRECAST 681 2547 155 6'- 6' (78) PRECO 579 2167 12 7'- 8' (901 PWAW 474 1771 91 ' 9'- 4' (1121 PREGST 355 1328 SBOW 10'- 6'(121r) PRECAST 306 1143 454py 11'- 4' (136') PRECAST 278 1041 38 12'- W(1441 PRECAST 260 1 971 34 13'- 4"(1BDJ PRECAST 229 857 278 14'- O'(168' PRECAST 216 809 251 17- 4' (208") PRESTRESSED N.R. 633 16 IV- 4'(23t) PRESTRESSED N.R. 534 130 UQJVR —. 1 lO SAFE LATERAL LOADS FOR V- 4' (521 PRECAST 4'- B-. (541 PRECAST 5'- B' (681 PRECAST 5'- f0'(701 PRECJMT 6'- 8" (001 PRECAST 7- e (1101 PRECAST 9'- 8' (1161 PRECAST wDuLTRByg, a, us wm ft ptmia, SY =• ' OMB RANI SEE GENERAL NOTES - SHEET 1 OF 3 SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS m SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 1218-21 IVI2-V INIS-2112170-2112124-11 21 IN31-21 Y- 8' (42) PRECAST 2752 4287 5613 6938 8264 95M 10915 4'- 0' (00 PRECAST 23M 3721 4872 6023 7174 8325 9477 4'- 6' (541 PRECAST 2113 3291 431D 5328 6347 7365 B3B4 5'- f0'(701 PRECAST 1623 2527 331D 4092 4875 5658 6441 6'- B' (790 PRECAST 1444 2972 3675 4378 5081 5784 7- B' (901 PRECAST 12B7p 1767 25836, 3194 3806 4417 5028 9'- 4- (112-) PRECAST me 117 20DO 2590 WVIgI 35 4079 W- C(12ir) PRECAST 920 947 1612 2281 2764,j 3209 3853 11'- 4'(1387 PRMW 85B 829 14' 1982 2441 29D 3364 12'- 0"(1441 PRECAST BU 753 1269 1188 2201 261E 3032 IY- 4-(1607 PRECAST 678 633 1057 1455 1828 2169 2513 14'- D-(1687 PRECAST S22 586 974 pM4 1365 1679 1993 2309 17- 4'(2081 PRECAST 434 427 695 964 1182 140 1623 19'- 4'(232) PREIAST 366 370 693 817 1002 iIB7,j 1372 11) IM WOW IN PAAC BWZ ARE MIMO AiD1El W FGl WX 40 110D AM REAAR SEE GDOM MM KM 4 SAFE UPLIFT LOADS FOR 12" PRECAST w12" RECESS DOOR U-LINTELS Cws, t o9n I SAFE LOAD -POUNDS PER LINEAR FOOT 25 4'-4- (5n PRECAST 1626 2685 3745 4806 51167 6928 7989 2417 4'-8' (541 PRECAST 15M 2582 3602 4623 5643 ISM 7654 1 5'-B' (681 PRECAST 1210 2042 20M 3658 4466 5273 BO81 155 5'-10' (701 PRECAST 1173 1954 2769 3553 4338 5123 5908 117 6'-8' (BDI PRECAST 1020 t 1538 g 2426 31 M 3802 4489 5177 914pp 7-6' (9D") PREOW 9D4 0 1226 2163 2778 339D 4003 4617 I101 PRECAST 7031 771 472,j 218104 2663 3145 3828 NOAIBd) S W PA OHM AAE PO WO RE1 IC = FOR ENS ' 4011OD ADOED REDW. SU DOM 1411E N. 4 W. 44PR pvmsBVISGD Modbi1yFdxtiOGoFlnu. ry: * Aenqunae b a .03 f q, . CANE PAARLYDb'Dos RSVP•.•- 8324CA579 S Rc®i4al am 1 wF '^- . mbCAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES nu we omr-14 1 mun on 4mW mum I stun WA I v v rsisarzl I uun Ww" I M= m OLIO FAWXk P.L - lM MA 4aM I oAAMND UI M 3 of 31 MIAMI•DADE MTAMT-DARE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mvw.minmidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMI,NT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Pan: ino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. N%SILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically. terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. mmilli/% NOA No. 17-0821.19 MIAM •DADS COUNTY f Expiration Date: 05/21/2022 1 oq / Zgl2o / 7 Approval Date: 09/28/2017 Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 096-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision 91 dated 11108196, sheet 1 of 1, and Drawing No. LT8, titled "Cast -Crete 8"Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet 1 of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 0 713 0197, signed and sealed by Christopher A. Ramon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06/20/95 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29/96for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01/28/96for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105/96 for #5 rebar by Birmingham Steel Corp. S. Mill Certified Inspection Report #84-M19.805 dated 03/06/96for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. d. &,: 2/ t,491my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manualfor Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None, D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheet I of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables'; sheets 1 & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheets I through 3 of 3, prepared by Craig Pw-rino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS I. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P. E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January.18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: OS/21 I= Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details" sheets 1 through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, AE., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. - By Miami -Dade County Department ofRegulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. elmy A. Mal ar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RM. E. MATERIAL CERTIFICATION 1. None. F. OTHER I. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTM E-529-94, prepared by FTL, Report No. 16-0425. 08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. 11 r Cffeirny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cart -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. Imy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: OS/21/2022 Approval Date: 09/28/2017 E-6 1ypr *A' ,R RTRUPSS.M+ RuP STIRRUP,RAI_LS n nk W Me W eve 'r O've me' to . pqA mi •r fpm Ze2t Laif7 jMCjMjZ,g e. IMn ptr4joRawa GpL AIMAMW MQbFi i F lu A `T V, atJm_ma I.arJt+, sRm>rc•:gr 3 fslr: a1lS;d Kltli a I h:4nA t.::=t i^-.-..l] FI1 Ai rJr vET1.SIOL'aivcil::JfL"tZTF'', i0"ri 7Vt37.=lf1CSiV i:.J1176 iL'i51 0 IAA" v ' ivcs>ffit"c R moo FILM KMjA jMkM Dul :f Iltr DLzL !71[16! Q 6V, 0 Dtf1::1i1'i n7mL^' wRlii O Pi•i S° PRECAST W/ 2" RECESS DOOR U—LINTEL DATA TABLE EJUWDUDETL110ICJSCLI;. I I' T.ti7 iiLrEWIM-M 0 Fri Y:11 t17\!la L`::lRLi1 VGkL'!JLarC 4 V G1liG.y Lea zSf rile ri L'f ':! R:S.S'R rtf JL\ tip CJiiC'GC7ir IDli 111JR!il'.;[-t!'a 1 iRi:t/Jrt7 TIa7 eRWlaatW WOIIImon n MM= M Pa XW ~AL Q D rniw ID R7 conmw LM Alm CUM R >t> WMM aR mlMM mmu, n a ma as m cma m Cf com- 7mt va — L IE C'VM; 7/U W Alw AnalANN "us Amet a ejam AfIM•1/16N. K R, Nm M IM valeta or sloawwewstalkDnwsnoKAMMfg ua plWon rem too-IMAMMR plam m SOW AM Ae1L L amlona asumnsh !.. es" to roe Jr aro of W mumunm ups rm aawnt ML of spwgfs • ti i ml in atluaa m sea Ines alum A bmmn tmnmse On ns: P.. un rm Im Au mm s Alm UnRL tRme r4m m L a roans or atrPRLYfItRt laap p A, amfa st= rclg[ . a7o a lf.. OQVlL or finesim MAY ts um In Ulu of remmum unn Rmlos a "aa L slRefp Pas MUM 7a Rom unm Aga IY0aa6 FUMM f ENS • '. rAonucracvlam f/ pwgdahjua4abPMdR CRAMPARIM rf, • . R; G\t,. SFiFRER R.9J304, A.. ORAL E UC. NO.N76F mtg CAST—CRETE 811 LINTEL FABRICATION DETAILS vry 1 none tnb n bbc)hACTA PCFICTRESBEDUdJAf1'E7.B wcr.(Avw SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH we a", ss-la Dn2i6 D11:-m eft" e7te710 arwo er20-11 mf- a U14-I8 mu-m mm4e sm-Det wil-19 3'-8' 42q PRECAST7 2231 sm 3719 6113 w aea l DS02 Sam SON 4GM nu 7517 e974 1=4 1111111 4 - 0' (46') PRECAST 1868 2331 3e2O 40a) 22D1 7034 OW 2293 4WD D1t3 1547 074 ON 11109 4'- 8' (547 • PREiiIST 1689 912119 437511113750ftaa721=4 UM1 5'- 4' (641 PRECAST 1217 lm rM lul 1163 i-* 7547 e7 1pmW 5'- 10' 07 PREGSf 11082 1103 1173 lot 2010 2549 MU 3470 1451 tat 360 GI 7mf 639 8- 8" (781 PRECAST 9DB 123E fin 301 3707 4303 Son I21 2177 SM 5311 SOMM I am 6" ( 9 PRECAST 743 1011 1720 218 220 SUB 3191 3125 loll 1 1 3ma om M67 0172 9'- 4' (I12') PtafCll4T ssa IIW IM 291 3181 2211 3302 762 1245 180 25H 34BS m 10'- 8"(126) PIEOIST 475 ear I2b 2oa ti77 2l1! 26f6 e43 a 16R1w 2063 2761 4704 11'- 4' 1 PREO ST 362 DM so I VM lam 2423 3W 4001 652 946 I398 1815 2123 3127 4000 12'- 0' 144q PRECAST 337 50 m I454 Ila{ 1193 VZ 30 540 m 1254 Sim 2197 Sams 1s93 f3'- 4' 1 PREGlS1 298 471 MS 1073 MU ISM 2316 20a 471 75! I 14m 161a 1310 2a3 14'- W 1 PRECAST 279 424 703 IOD2 I326 I 1127 2630 40 703 Tom 134D Iss7 as 200 1 4'-'(1787 PRMTRESSED HAIB 101 1t No IW Na 41a 7D 7 Iso10m 221! 7317 D12 26'- 4'(1847 PRE31RESsm NR. 1R Ip SIR R2 Rs MR Ai 412 710 1250 1735 20511 232D 2515 t7'- 4'(2081 PRESI N8 MR MR9 0 300bW 250 132E 1 fool I1149 m17 19'_ 4*(232") PKSIRESSm N-A. taR 11R tat Mt KR 73! I2D 750 I 103tn0O 1l16 I716 21'- 4'(156') PRESfRF O T1R MR 0 30 OP5 am 1114 1319 1418 22'- 0 (2647 PR61T7 NA NR mn IR lat rot trR I6S lm 4m 761 1017 IlDS IEa 24- 0•'(20n PRESMSTD RR. all1R rW a6t tR 1n 231) ISO W 1 1111 109! 1aS ELMMUIA08FORFOR eA. veeacn llJ NIL1A . M" 4-an iiE SAPl F 1YPE LENGT} 1 SUB 8FB RCMU 3'- e' 27'PREG45T 1025 1024 1658 4'- 0' (48) PRECAST 785 763 1309 4!- e •(547 PFCAST 592 US 1073 3'- 4' (s4j PRErAsT 411 411 1 745 V- 10'(701 PRECAST 340 339 010 8'- 8' (781 PRECAST 507 721 490 7- C (w) PRECAST 424 534 383 9'- 4' (1121 PRE015T 326 • 612 230 1C- 6'(126 PREM 284 401 180 11'- V(139'PFUMT 260 02 154 12W ( 1441 PRE= 2" 402 137 13'- e (1601 PRECIST 217 324 110 14'- 0'(1681 PRIMAST 205 293 100 14'- 0'(176jPRMMtR SID N.R. 284 91 15- 4'(I84') PRESMEM N.R. 259 83 17- 4'vw) IMP N.R. 194 64 10'- 4'(23*PREs1RESSED H.R. To 52 21'- 4'(256) PRESTRESSED N.R. 125 42 22'- 0'(2641 PRESIRESSTA N.R. 1111 40 20- 0' (26n PRESTRESSI9 N.R. 91 33 RACE I lot IFT UnAM FDR R- PRECAST 8 PRESTRESSED U41MTELS gsRc, ci SAFE LOAD - POUNDS PER LINEAR FOOT T1rPE LENOTFi vs- fr ate - a err Dora ria- Ir an$ - a I IT elm- N ant - IT afar - it ans- rr eno- a ern- lr M- ST r- 8• (42 PRET 4ST 1SS9 HU 24 4194 510 402 710) 1! A 2W 3524 41a1 MIS 032 70D1 4'- 0' (481 PREGST 17R m SM 36I5 60 601D t,- 2300 30m 91S 510 SMta» 4'- 6' (541 PRECAST 1207 2010 2707 337S 400 4711 On nW 2m 2m 05 40 all on 5'- 4' 64 PR9i15T toil 17 tat 2016 3399 326 4542 IOIe 1713 MIS I 21oa 1 3329 3961 1 On PRECAST is 2.w 37D7 ME vi On 92a 197 no 2M 3IM07 Sao 11 4137 B- 6' (78' PREGST ass 14 I 2325 an 37 ass lay I= I= 2m X51 1 37t2 7- 8' (0D7 PRECAST R7 left Sam 2MM2S 2wbwd 317A 7a lal 1124 2025 tote 2La 1 32115 9'- 4 (1127 PRECIST ssl 7m 10 1474 MS a57 7500 9) I3 a Ia43 Sass 2ta4 1 2919 10'-( 1267 PRECAST D 6 II11 1491 39 2011 SUN W6e6 ueo 1472 d 17D3 2m 1 2ms 11'- 4"(136" PREihii 414 a04 • alb 1037 lII 523 1757 Set 4! 4 W7 I ttavoo 13n 110 1915101 210 Cd 12'- 0' 144 7 PRECAST ND 49 4 LSD 11 13a I59 6" SM 1 9400 Im4i 1302 LleO Islamm SOTS 13'- 4' 1 PRIM14D Jam 60) 0 061 11U 13U 421 - 410 7ID SIm HS11rd 19WO 1817 14'-$ ( 1681 PRECAST 3a4 356 aso n4 eea 1 1220 410 4mm m 10D I310 ISa2 IM7 1$- 176 PRE5IRESSED sm 3uIx ago9111ft alas ale I531 sla 306 ass Cob Isibod104 15'- i'(1B4' PRESIRESSiD 2z4 311cmRD a7 m oil 1054 730 381 015 AD 12l 1460 BID 17 - Q (¢OB) PIDSIRISSTD 10S 306 BOB 41 1 IVIIII 1473 10'- 41=1 PRESTRESS 19? 3/a 4 64 t? Ih p 4!! m B/I Oss los2A 21•- 4'cZ5V) KE57FOM142 1412a 232 307 p 373 30 537 40 721 603 1w ISM LSS 100 2•- D'(2641) PRE4TRESSED 13) 1 7 295 311 4B2 510 IDD 13) 223 50 186 1n 24'- O'(288')PRESTRESSED 14 172 3 10 111 mt m31g 4!S eoe we we n Tw NIRIBERS IN PAREN711E95 ARE Puma REDUCTIONS MR CRADE 40 SEE OF31ERAl 1101E 110 18 ON 5fffi 3 OF 1 (1) T RELD AMM REBA SEE CENTRAL NOTE NO. 4 ON SHEET 3 OF 3. AODuc.TI1m4B1veD o I)DUCT PRODULTRAVISED ume101ying 1141D Um FloAd 2m6 v19OaPbdSa Bieap", 01be1' 7iO4 47 9W1da116Cb.b Arc o e) 9 o227•Jr n+D2eZti eRtt1 i.•k 22 It— MERAI MOTES - SHEET 3 OF 3 io1 7QFn.,:* 1¢$ D ARE VMLNI 14CWGI11215 r%m D1wJe w CDML Nbx 1A 4 ON SEET 3 OF 3. PRODUL7 "no 1'ODID10bNa. CRADPARM f6 z 171 r : 0324CRO S t; ' p•' SEf1:NEA. R.SM pI 44'; R-PELIC.N0.44758 n1u++ T— CRETE 8" LINTEL FABRICATION DETAILS cA= ruevnv 1 nnna FnR an PRECASTw72' RECESS DOUR U4JNTELS Rsm 9AFE LOAD -POUNDS PER WMAR FOOT TYPE LENiiTH BAUB Q D-W06. 40 f8fl W*-If tAFI m-11 eB1B-D0 d610-I on -I f@7441D ons-ID 07A10- wno- 4'-4' (521 PRECAST 1635 1742 M53 32BO 430 1 5421 1 403 719 1e51 3m 6mg124 0060 0479 ims 4'-0' (54 PREGIST 1494 1591 30e3 2902 et6 4 Ism 175 3W0 00 79 11aa 5, (' m 1770 ins sm 3402 391e 11A 24M 4W W 7117 1311 5—to°(7o7 PAEGST 810 Ma Im I60D 260 m4 3700 1113 2312 4242 J SOOT°( P 1'AST 3120 7147 HIS 73W Im t02S 3120 am ms wx I 7-8- (907 PRBI'AST 869 410 2459 m6 370 7l39 6023 jai 1490 2460 meME 910MIll 9'-r (118) PRECAST 411 4 11 @6o 3120 4001 3149 610 m I IS00 1 2251 1 3121 1 40 1 6091 n THE HUNBFA4 94 PAREMHESS ARE POW9 REDUCt1DRs KH DRADE 40 FIELD ADDED REM SEE C84M WE ND, 4 RAFT: LATT774AL LOADA FOR A- vullf!A_CT.4 9" orr."A hnnR tfi 11h7:1 A SAFE LOAD PLF LENGTHTYPE BRU6 8RF6 RCMU 4'-0 (52' PKIM 758 1 757 1184 4'-6• (547 MUST 694 693 1073 5'-r (80 KWST 408 407 655 5'-10' (!01 PRECAST 382 381 616 s'-r (801 PRmw 595 788 464 7-8' (9n PREAAT 509 674 353 9'-6' (1161 PRECAST 370 490 214 0 SEE CEMX )IPJTE 1S cam W*k- It) DAd rncamm,'+KeN i E -Vr bq sWn d ow uo b==*d•l rlorad9 vwvw rre r e PA.1 MD PO s Pm•e1 W ts1 t • • 0 f4. rOr3lmer d f I IS) ib oh6or mto d6olr fW Wf h e1dv q° ra w s mydM d d.ra .arile.a(d NW OQ s QdI MOP10tlw!ev A411 2N W wbm>ro wrAr AS11l taYw4 bob r b .fledbif gte0oa' A yL!ldeAt M.1 frr.—+ ` 4 bb5 10 n N ..h bwi MHO W. Dicta. 4 mNrY Jyahs Iao b•l *dime L1v1 li adr w boo b a bN iQ 1# eY.rb gild E W nl as mb Iw bee .e1 iw Ml fl Slot - a IQ ra kid baa0s ed am ib eh b! bn cod b pA IMP d++M1 3) hods Id now b! OW bwb )cab 11) S k Ices a wl•Aelew e0edb Iw k 4) tee No Pwe2*6 umod" Ne Pat rdwom W a &tl wA Saw. 14 a.b Ira. bos! ! hUwd wq}P aay. Aw b 67o e d AP At 32-- fL0C Dx09oa W 1b.- b, enhwr b,,a ID) mih eniob QbOldws 0e«6dd sr adf bao ier ml 00 bbb ewA o eaao A" ma= {=r am . W m..b PIl00UCf Nfi[g`AYrD ift to rMgpow IhOs am*Mas 94 se F1aDih Q 5h.0 IR.d Weis as foa4eA Awquncel4a -022 71 an 17 nbw wW b. M.9" bf bs 4S «Lon miAla g bdd.UooD.Jodbrdbwammalk l msd ewejd eAD m allhArd D1 Cep y aael4N/ f la . bisA4' ioctwl W d IUS" by on goIw/ d • 90•r 10)NA- 1d bw ID how IBM *"-fog b be bwld d 0. b lkm it Do add —4 1/2• C1R Tip, SEE SAFE LAMA LOAD TA M FOR LOW WaW0 FOR Da Oaam SAFF Imun LOADS FOR R" PRECASTwl 2' RECESS DOOR U-LINTELS 6:AL9h ll" VVY VV SAFE LOAD - POUNDS PER UN EAR FOOT TYPE 670- 11IGM-21 ILENGTH Wwo-2rMnBL9n- MMI- 21 4'-4 PRM49 r'"`005su 3R3066 SISI 4445 6140 762 329 3751 4NS 140 4'-C( S41 MMM Iso on272 20A 390I WS 4043 V2 2039 36M 4M 4W5,.(B76 1072528teS437823l11on19a9 I t7m A zest a2 3911 5'-10• ( 79 lDli£ClAA ass 1201 174 229 2773 32a6 2a9 6A 1233 1 me 1 2259 2773 1 3220 V19 8° PRECAST SA on 1 Iwo lased2m 3520 wo two I 1530 I Im 1 2429 1 20 3320 7'-6e ( 90) PRECAST 606 742 b30 I iI 23q 2060 a8 606 r1314n6521666679'-r ( 1 I8) PRmw NA ON 04 12211 199 2180 1 b90 1 1072 1 13U I rM I MID 2A1 f) THE NU+IBTRS N PARMMM ARE PFRCETR REDUCWNS FOR GRADE 40 11E1.D ADDED RMM SEE 004ERAl NOTE NO. 4 TYPE' DESIGNATION W_u AMF f101mIm6AARF0.U9fla BcrJ Ca MTWL8F16- 1B/IT MsB 20IWNJ J L•Oi0D0a, IF f5 dd411 I<OCIB BaAR a TW a wau a N Id. m aWb Jr r• d• Smut I• bS IN& COW a. 4.yy! 1111a• PRODUCT IiDWSb'D 7 yam,( PA17[D1 Ism 4e.y1.... MeomDlyl.g 4i6r1he rWICK AM 44 — BOAS 21 ZD7Z2 tR00bJC1RDV1900 0 d 11Ib 1h. RhMaFCnmm RAIG a eO k I •• oZ tY < RI \ .• 4_S: hi.•.:: Sf'clGd` SM CRSF9 SEFRIERR 93584 a tau INL CAST—CRETE S" LINTEL FABRICATION DETAILS Ousnown Iu ob moo-14I= B0 4am "16 fa - u. N6 14tx roAe 111 0 sm at Situ a/p s, oaefa ae nt11 fNfu fa - CD. II4 t4T4 = r+ r66 sera d ft a M IAM I -SE MIAMI-DARE COUNTY o PRODUCT CQNTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ,nvv.miamidade.Pov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -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 13igh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4 6" & 12" high Strength Precast ant] Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 17-0821.18 Mt t uNry t_ Expiration Date: 09111/2018 Approval Date: 09/28/2017 O q/ Z $/Za j •7 Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of I, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS I. Test report on flexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Pwrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality Systent'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cost -Crete 4", 61" & 12" Lintel Safe Load 'Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P. E., dated March 24. 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMrITED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details sheet 1 of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHE, R 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. e5ffeliny' A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 014-0903.03 A. DRAWINGS 1. Drmaing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 08/1912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources MR). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mani -Dade County Department of Regulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS A" SOLID LINTEL DATA TABLE i` lllwlllg-11 11 Y" ' Rwa[©13= Ir"liUsfo;L`Jll i"5i lt1l tL'_S! awml tLii r L'"i[lF7'Iit i Q A' aaccesT 11-11NTFL DATA TABLE i m ar v e rrz[o lrr+uia r:i'_i_] rtavEr`rrti mn o' rsc ur:a:.roarrvtFr_.L rc'ac`/o ral•vr rFnrn.L.lraanrzm rrsarvrl rcvt:znirntrr,,. trasvcs:.rnira,avnto rrzirzrIISir!!;ili>frnlul[ rar9L7JSZ!rl P2 Faze r7rio Irta9rrsnsnsru vtrm9rt_1.trs czerniN. "''MrAra7rtr7 mesr C=rSiFt7rts`_^-1 r1f'A.7i T 9FP r2J.tf'.1 rrjTarcl.;:_'.'.IrMlArLw-19R'd'i r2f!L"J[ie'-.i r.9 rra rrcvrt n®trio izrta_t+z r o mar ram r fa.0 me r r alc•= maA ncZi rrruecr rznrL,ucarrui:'!Ird' oc11 Mtas.A• rrrmml r.wr.:girla aMMvQmCaALnoIliMM7 a 1 rsa nnrrts r l['i'Si i:1,I11...Jr>'Jrli.11 10CSi E 9d a t/r w rsls mdG 1m -r- 1YPE 'A' SSjRR Al ras PNWM M V WWEWW IS MONDW RI rrOMOtr AfrIOSAL O 0 WIUM W COMM IAMB AND CA W K sulto"tm CA Oalmumb on INS nm ,Com COMM ux-wt mi, m L rO/MMD MAO• " Yl AMOI AM rA. N. Ale 0 wu atnv Krum a An M em Lmns . MIM M MAK a ASW AMU MM IR IOAL M.Ots W M Wna IMII.I AU CKWO SUMO L C.CNI COIpgM4 r.. WM III WM ALL I I= A10 M IM reel GIM to K M IW* We MW M COOOtt - le. V rAMASr 9WINA h . MSM Oil A I = 4OOCM MWM - A. "MM QWM M CAK FAM6LOIMMrWMM W11M1 = U OWL K OW MM CM NOt0 ItSIMOt RA OW f awMa'UM UM OIL CI I AM If 1O9 Vb AIM OrMA. f®t OWL PR0DUCTR9V1SM AG` CEN • • •,i% QoOd.ldtpw fltui 0. 4 Zl. g Pac yri OD o 0 0 . 3 1 dr'%'% qJ. •"CRAI(iPARRII`IO ma PRECAST AND PRESTRESSED LINTEL DETAILS N[ RICU emu -to 1 DMm W. Jl" WAS 1 S AM M7 m. [ aC®m m MILL rl QAYAIS 1DM11 fmL IV l r q Ydd•e ie r I en1d d °Di -je6=0 Fo trove • >w mbar puno,aeryaM. '°' r . tfoo pd n<f malae pr A`4CeA0 D bp• L x S 2) Al are b•e IM o bawd w mihotn 4 hd ox" I",- sib fatd 9d;1 a e.a'w t"1raalr'b a ova a 1/r bdro. 3) Prnwo be mm1w bd one Mot 1ob1•• 4) % ambo in A wcda w Wad ntme" fw baXis tit{ n`b`e`e.elega1271 trB43aw`t Iplpq e) 14 fit4h awl w amd ewelr. mob a aceN I/`w 18D a, y W^ Ua boed. SKGwrm m I mwlito w nave amp 16DLS. a ap mb e) rat. lied blab a rgAd awcbd demiwatibu wwildbbhtobsdbztddr/ 4• rmneka Mnwald ed/ee maw worry .Pfhwmw weNwlmd byodmfobqCiardMma`a`mdto oowwwria w d+eed e ry (Mo tho Eon d arggaM1 W d air tbbb en •awe= db S-1 bg eakbcc d w raft b mm e" wrUW d rdewebp od 13) ba adwfw rwbu d aed. b •il>Av f rob dd ben tr}oyobe45ygo d dsoo epyfk fn a dmCs r]h p0p• i f2e aoer oppr nep epe•Gn6 14) Yraf dpAa°d=dcd W M tlfA6 t1r hOerY>ra r$ed >wbd I" + yy•e1 bwhreN bdeme s t sd. arbd b.a Sd 16) ra myth bw Idob ed 40% w ado low bw od kw W doe Id) Fbr Wd br4bc al &Av. %a wb bd fare tat lw d WA .Ma 17) S& bear eM apkywd dmW& bah. IS) SA bob bmd w moved d4.ttp s*j* Pwyef 00 ad A 311L 19) Adzwd 4•e bwo`eamma nj orb (uYlq d` w. Ur gau0id 'fdJ Mkwd.9bad SEE SAFE IATFAM. LOAD TA81ES FOR LOAD RATING FOR ETCH ADDITIONAL v e 1{P CIM PIMM REAl M,• 1/2' QNi MP'+•ti FOR A, N !1T3AR I' LIHLISRREPAR55 CR40 or cm FOR 12' 11NiflS SAFE LOADS FOR 4" SOLID LINTELS W"40•n GRAWY TYPE LENGTH 4S8 Y-6' (421 PRECAST 1180 4'-O' (481 PRECAST 959 4'-6' (54) PRECAST 789 5'-t0'(701 PRECAST 460 6'-8' (781 PRE= 360 7'-6' (201 PRECAST 260 9'-4' (112') PRECAST 156 10'-6'(126) PRECAST 116 12U8 4 4MI.4nom UPLIFT LATERAL LENGTH TYPE 4S8 4S8 3'-6' (421 PRECAST 687 371 4'-W (481 PRECAST 597 320 4'-6' (541 PRECAST 529 258 5'-10'(70' PRECAST 407 148 6'-6• (780 PREP 388 118 7'-6' (900 PRECAST 280 87 9'-e (1121 PRECAST 187 55 10'-8'(1261 PRMAST 152 43 12F8 12F12 12F16 10) RA - NA Rred 11) bum " dtd nbw to ba baled at be Mllom d w bld adgr. > i R'''' {' ;• 'Zr• • : •: •r 1 O i•i:':ev s i•, ,hi4 mom' "Vl= BUB BF8 BF12 6F16 • . , ;~` • t ''Tr' ' • y v ti TVPF DESIGNATION aoebmpymlDvltLtlwFTaetde 5l`,li %. • • rr luwlmramw/a asum Br • • • • y. `"_c•.... •:'f•:4!C:ia `, 9.i;c •. c. w I MN • • i• ' .'' ei'a •r r•ataraaaewl m' aetc ,t `r." J 1..y ;•_ ::r'' iNt v:r , 12FlG-2B/2T ""'' '` ? •• a/wlalsrJ J (-acmaIs 's;il .•r; ;>' '•1r • .:r i;`,+'.:' 'r r IOwI Imaa am Is rms tarmma . }: .1•q•R;ti ':`„.'':. t;,;•:• .1'i.fi ) r 121`28 12F24 12F20 PRODUCrOWS31Dw + • .• ti` •• _ N ware fIeq : , at r • j' * Dl naft cl iae W Plafea t 1 Sir w>J° w06 • • • • • • • . '" • : CRAIG PARWO tm lwl"J. 2°(tY t1nAa4u O 8324CR6196F32SF286F246F2D '4`1SpAL G''R"Ip m-CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES a 1 :— " Guar' " w R4)1C 3/14J • U t7a W Rc 0W A1MM P.L - ML R4 40le orAibe." Milt mm l or s V) b J 63 m 1y2 Z M A Q W 1J1 S 1 4 E9 G O IRA URI. I La N K Z $ O pj w LL d y sd= a d N • ri a ,, 1, • i w w a g : y LLB•-yy= o fq W Z • } W W im fills 4460% t B m m _ 1 1 amm¢ . ntat Ei Q N F g a o aai g V W C N N pmp 1N v ni N N n M N aD S y1 1 1 Mf N 01 m R1 v W p In a n n In v v vS n to 1 N NtonmaN m m p W N m m W m is N I N imp NQ 1ff qV I'1 qq tV x a n mn ITi e in 2 m lo n f f0 m iq a r n 1n i Z1 L I N_ 6 2 r iri N g n eQQ aaqq yy ffi ggF n m mI3aU Lu d TV 1 i•f w Vf m 1 o iv o+ 2. n Of IAQ P Qp c0 N N O C Q.• 10'I N N OI Vf rS h Q 4 W N 1a^ m n N a M 10, 11f011 1 f U. h N N 2 Gom 1fS N g N$ m n n 00 N eD N O K K V' fn 17 N N N N Z 2 wa. 1. a 1 fl y y f il NI Oh Nt• o t I& A O O O f f N N R M ff 1N 1. m N glop m I 8 A 3] Z O m la mS3 aa m d IO n n a n t•i p$ m m m IAA Yf II r N r W r NaRM oS o x N N lY m MI I ro I MI a rrvrV rr ti 1 1I Nu I J d NW m 11pO . ^ QNTI•1 G A I N lVin n O Co 3 gg qW 4 v in v n U- a C N N BID La e ^ o A dW At w rrrrs m uyu• a in in io 7. a : y U. IOU, V n •t al • W v bqj 2- CO N m 10 N 10 b1 H _ cMpy 6 N V O i • {• s 7 nm sia spi nffia 1 p. o 0 o m• a OJ Ti ilN m WU. N o RAS W GG Viva wJ N ABig M SO O Z a 999 W N MIAMI-E ADE MIAMI-DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) I t805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) iviviv.miamidade gov/economy Cast -Crete USA, Inc. P.O. Bog 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AEU). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7,1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IWACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. iArt Dane couNTY ,% NOA No. 17-0821. 19MEWExpirationDate: OS/21/2022 09 /ZglZe / Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E, dated 06107196, revision #1 dated 11108196, sheet I of I, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet 1 of], both drawings signed and sealed by Craig Parrino, AE. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTMS-S29-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete 8-inch Lintels, dated I Ul1196, 45 pages, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996for cement by Solithdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 1111319S for pre stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04125196 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02129196for #S rebar by Birmingham Steel Corp. 6 Mill Certified Inspection Report #58 A66332 dated 01128196 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105196for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-MI9805 dated 03106196 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04121196 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04103196 for #S rebar by Birmingham Steel Corp. my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". sheet 1 of 1, prepared by Craig Parrino, P. E., dated June 7, 1996, revision 42 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", sheets 1 & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 45 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. 4 g. At, e Xelmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P. E., dated Jame 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing I& FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs E. MATERIAL. CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P. E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. K OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. elmy A. Mal ar, P.1., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RM. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTME-529-94, prepared by FfL, Report No. 16-0425.08, dated 01126117, signed and sealed by Idalmis Ortega P. E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. 61feimy A. Makar, .EI' , M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None, F. OTHER 1. Letterfrom Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. lmy A. Malcar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/2=017 E-6 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS XZ-'r b ..: y'1 L' 'o . `S a`L. •s, '+ a`, ;F7.'i, j'il TYPE 'A' STIRRUPS ++ Mopso AR M 6 1 4- B LlKr IrA1J0 ATJA n L, 7/34'UPSq8Ana; UNT E 'I' STIRRUP r q B" 5mit EMU A *TABLE i T`j in"E\LlttUFVVcjatW,Mkl i 1, I t MY.Yi!!L Y.Y L]11`ii'i1 l li.?•ra]1 1 i!i•1ltm a.,,- ummnpfz i mt t7 kraiir.3mCiBvia fmkokILL 9QaDdrwy a&w f tr[:71L1 i3f.1 Vt3:.:1 Vt7ZSl[L]GiiCLZf61iQ' f r. T yW 1LfI®®m mmimmi+a vINO m Am PRVnACT W/ 9" RECESS DOOR U-LINTEL DATA TABLE r;' 1 7F i fII[I'•,i?'I F iL7L1O atIi1 % ' I rT--. T i :I i 1i vv>` rmtnra:>tia•:rsw r M1T(1 l_:! Yl:l li: L' t: (i I 11::s7'':i E7C•]I[S iE7C'.iET?r7f1JC.L..:IT r"` VLLit:i7QrJl;/L\ttl, C CG11 rr=ifi r 3 DA Run 1CrlF it YLLfI\LJLir.:.1R lnt"1VLYtL1JL'Y ii©at i 11GIlJGiBE>:'i1E+`.!<fSl rtl:JIT:G. r, nnrs;r3u r,lr o oc+r,r r>es r url, r:> ,v..:. r ca •,.rt-r•+, a alr w o tar'1• 4WD W. i• aRn Imo. w t M. IIMiER6L4a LDS FACQILMN dm • 1++ P mi •r rmv; M x aelwrl a tt.+ I I>•I !ri i I^7-7]7711-` v''^^ Y.YI [•1:11fti1YYi iiaa••'• S M!J LJa ll a;.it;l i J 1 .t,l»;1".-;1LLY.i mtarrr r..rcr Ve tins'lara I o uc;acm r,. ,,,rta,,v.t n,r}c'.ar ao LL7 C1 tl-::31!l1.1•r: 1'r_.'JIJGi• Vl2L' lklC t:llal <! T.•Fi•1 tif'f fLiTT1 fly i7Eii it7f13'.a 41L\ t Eli [lr'i 1EI,f.F1C.'i F/JFSi tlJL1 t ISL•L [1C'T7 E.i>•fl>t:7l O'Jr.sL ftr»E I=1 rraarz*no 'nT fF,IFIT_'L1R•S+af3CJJt It>,rnr•r.l rt.r r.+mc,o mrvr[rrilrsr?ut 1r..L. we ar,sry rr nrr:a [ 7rsntr r:!(u•rraa o rncy n r; t1 ::: rr:»r t I>]u r7 n facia F3 i 1. M_3M a i1tW 7/R W AMU At0] N H. A 1010 1M MAC A`[ a MRJ ANe it rtLA rtYt a Arlll AtIM•r/1. MOI MW 0 13 COMM UUM RM WB 01$ lfntY tDll-IItwLYFN MDIWr4W f1b 0 IIR rWCIOLm F.10r! /Of CUM MAO Attr A11L - rC W man - f. 001K L t>ut gICMRT I.. ant R lot r ="sco rut Una meat a tlru- Aurmnas W1Cr1 r.. 00 ra M Aa r, rAtN 04 FW.= a DICK 1C111r. L u reertu M relrAtrlK U 0 IN t. on& leul= M= Lfi a IrL • • OLL94 W = u NAT a 41P tl WWRumumApImnoaraGWLt7rYllo MlfRaaC To mdt IY1)O AW Y+ICIrC 1mCA. elretlplrh,AtlgAOa Ptadie i *• . R+V Um,RtD a L.f 6 O' O CMQPAM10 r F;; ,Di • a \C J SFF147ER. FL 93084 • 4rFr JVAL I n•1 • fL.P.E.UC.ND.44T5 CAST—CRETE 8" LINTEL FABRICATION DETAILS nenanty 1 nnne ona a- 02r- AAT A P2E9T2E99m U- JNTEI.B 4""-4Re91D' SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SA ela,ce Note ells-oe eT12-16 efle-0e esm-la 97o-oe e 70-1e UM-09 00-19 a A40 ats-19 AF32-0 arse-te 3'-6' 42 PRECAST 2211 3om MIS 81A 6t02 am95n teas1 30m 460 n13 1547 ea4 Imel INS40' (48 PRECAST 25e1 1 3120 4efo son 70 6 SIW 203 496 6113 7547 mN 1094 101 4-$' ($4 • PRECAST 15DB IOm MID a31 3751 4116 5a0 RM 2189 4315 e113 75470 ee72 1 1=4 IUD s -4' 84 WiEGISf 1217 ASH 143e IWO 250 3123 Sm6 424 lees 3010 Ass 7547 7342 am l0 5'-10' PRECASTiro7 1082 tlos Ins Al 1090 2SI9 3009 s47o 1451 W2 4 66 7mt na d'-8' (/8) PRECAST Na 12n 21 3A1 37W 4393 6091 I2m 2171 Sao 0111 0 ells 7-e' 9 PRECASTSDI 743 I011 17a na 21W 3191 395 WSI 1 2081 3M ems e487 n72 9'-4' (1127 PRECAST 699 1Im ins 2594 340 Sale ssn 7n 1240 180 2564 342S Ono ID-6' 12 PRECAST 475 sm do in? 2e93 27T7 21/3 nea t4s 194 1713 toss 2791 4734 I7'-4"(1367 PRECAST 362 su 943 un MIS 149 3117 4W9 an 94s 13U 1e40 1103 31" 4000 lY-O' 144 PRECASTi 337 q3 125/ tY4 2193 2NS 3562 so 03 1254 lift 2W INS 35M 1Y-4" 1 PRECAST 296 47+ 755 1073 14ne 181E 2316 un 471 765 1073 14U INS 23SO 29M 14-0' 1611 PRECAST 279 R4 703 ISO 1328 Im/ 2127 2W 40 Toe 1002 1320 107 23a a19 14'-6'(176I PRESTRESSED NR MR MR an MR 18 w1 a 452 7A 1370 Ion 283 2517 17R 1fi-{'(1647 PRESTRESSED NR to iR MR Re ee Ne MI ttt 710 1250 I7u 2m6 2370 ON 17-4'(2091 PRESTRESSED NR Ea IS IR 32 MR I sW Be 9s9 fae 1m9 tew 0tow 19'-4'(23n PRESiRESSED N.R. R' 0 M' tR MR 23s 430 750 IOA Rn 1511 DID 21'-4`(256) PRESTRESSEO NR J N3 MR MR MR In too 34 su 80 1114 1ss9 1418 2Y-a" (284') PRESTRESSED U. 3R Re la1 3L¢ 3ar Nit RA IN 31s no 734 ow 1265 1310 24-O'(2BR') PRESiRESSED RR MR w is t1O 1SD LA450 614 1 tit 10n I2l3 SAFE LATERALLOADSFOR en. et.c CfieM 111 IUML V" "• SAFE LOAD PLF TYPE LENGTH BUS 8F8 RCMU Y-6' (42i•PRECAST 1025 1024 1598 4'-0' (48) PRECAST 765 763 1309 4' 6 ,(54 PRECAST 592 b91 1073 5'-4 (641 PRECAST 411 411 745 Y-10'(707 PRECAST 340 339 516 C-6' CAI PRECAST 507 721 490 7-C (901 PRECAST 424 634 363 Y-4' (1121 PRECAST 326 512 230 ilY-C(126' PRECAST 28:4 401 180 11'-4'(1361 PRECAST 260 452 154 12'-O'(1441PRECAST 244 402 137 lY- 4 (180) PRECAST 217 324 110 14'- 0'(1681 PRECAST 205 293 100 14'- 6'(1781 PRES N.R. 2$4 91 15'- 4'(184') PRESTRESSED N.R. 259 53 17- 4'(206' PRESTRESSED N.R. 194 64 1B'- 4'(23n PRESTRESSiD N.R. 148 52 21'- 4'(2361PRESiRESSED NR 125 42 2Y- 0'(2641PRESTREW NK 116 40 24'- O'(28t1) PRESTRESSED N.R. 91 33 snot: I IP1 1R•T I nAnA PnR 6- PRRCA9T 1L PRESMaSSED U-LINTELS 40- 1 Raw SAFE LOAD -POUNDS PER LINEAR FOOT TYpE LENGTH SIFS- 11 s1a- tr eF D ws: 2-21 Mle- sr n1e- 2i un- IT SM- 9 am - IT Int- r AIWI7 WA" er. R-n 931- 2T 4 PRHilSf 16E9 4 43" 67a3 tin 2065 394 4304 9265 to TOOT 4'- 0" (4B7 PRECAST 23A 30m 3013 5335 Am 3M OW 300 ale A11 MR 4'- 6' (547 PRECAST 120 MID 2W33R 400 471 0)9 nW 1040 27W min 404I wll 03ri 5'- 1 (84) PRECAST f0a nl' 22n nAa MM" i 4521 1no Is I n7i 1 eau 1 gas 3,951 4321 6'- 10'(707 PRECAST Sol Mid 2593 31W 0&1 9a Isn 1 sow 1 L%3 1 310 W Y- e P69 PRECAST a 74W t>r 325T 37 Mb in 14 INS 3n 27W s251 1 3712 7- r (9D') PRECAST 727 t WAN 1624 2n3 24m 29a 3120 7U I2u ISM 20 3 242e Zia 311e 9'- 4' (1127 PRECAST 709 1U3 two 1e16 2 2wild Im2 IIste ISO IOS9 2618 t9'-'( 12Q7 PRT'AST fix WS Ole Iles I I r>•13 1011ml 630 on ITN lox I7A 20S 234E 11'- 4'(136°) PRE p1ST4 sm Oe7 1174611Is+3 I7s3 I 6W 104 un IOO at1 2W el tY- 0'(144 PRECAST Oro au 7u am 11 13m Ism gy wao 94n I= IND Islam2er5 1Y' 1 PRECAST 411 3N 307 70 I64 110 1323 42e . 400 1aD 1159 fO 1 fm7 14'- O'(1687 PRECAST 364 3m 5L'07M n9 I Ina 410 425 717 tDO 139 I1e2 aW 19- C(M PRESTRESSED 2M D- M0 n2 e2s 92e 1Is1 149 395 as on I Islam1734 15- 4'(181 PRESTRESSED 2ri 13 4ee s27 in 911 1Du 23D 303 its 600 I2 1480 O 17'- 4'(21*1PRESTE35m In 3" jog 74 1 12710 1473 19'- 4' (2321 PRES1RfS5FD 1la 2wa RwAd3 1 40 Sa 747 Im 1e3 1 420 J 623 641 IvAb12n 21'- 4'(25n PRESTRESSED 92 904 MY 303 S) Sm us 91 a12 JA sA 721 Mod 1043 22'- 0' (2841 PRESTRESSED 131 197 17S 37O 412 so 00 IV 223 3u St3 em m9 24'- O'(288'PAES7AESSED 124 110 20 341 16 492 ew 114 a2 319 4i1 am w adAO J) THE NUMERS D1 PARMESIS ARE PERCENT R87UCTIONS, FOR CRAOE 40 SEE CDIEIiAL NOTE N0. 16 ON FIELD ADDED RMAR SEE CINFRAL WE 1110. 4 ON SHEET 3 OF 3. WaNWEDFRODUC1• D Z1 MODUCTIMVtSED D coundybo the Florlde m ypRo d6 B. Sft V3YMt W woe" CW¢rhL Ae q1 n 22'i• s rsYv"R No ; Aa. a 37 jj2 1x gy Mq S i 69 haw34ERAL NOTES - SHEET 3 OF 3 mime" OF tme I reT II010 i iP ES35 ARE PERCf34i I D1IflIUNS 1VR GIfA01 4c CEA> ERAL AnE NO. 4 ON SHEET 3. N 2120DUCTR8V) 39D iE I.:; MWPAW= ![ B924Cfl619 . BEFFNEii. R. 53694 R. PELIC.0.44768 CRETE 8" LINTEL FABRICATION DETAILS carp nowriv I nADS FOR r PRECAST WI r RECESS DOOR U4JNTELS 4^V-404ma SAFE LOAD - POUNDS PER UWAR FOOT TYPE LENGTH 6AU6 Nfl OFI IBf184 48r4F41BtR;>a Mf10- BAFN- 66Ft6-t 66FiY-t 6Nf6-te t61F]a 4'-4' (527 PRECAST 1635 3156 328D 430 5421 6103 NO W6 5208 an MIT 0179 law t PRECAST4'-e 041 1494 1)197 3083 2992 JIM As 6424 boa 3wo 6201 Son am 478 IDMD 5'-8' (68' PRECAST 866 17M 1718 2t77 2879 3402 3M 218E 4507 MO w 721710 9311od 5'-1D"(70'' PREZ'ASi BID f657 1600 2124 2640 3114 3700 1113 2342 4241 good am&7 SM 6'-8' {80 PRECAST 797 lei I= 3120 WIN 7147 1445 ASD 9m 1et5 312D Sae 7916 8419 1 PRECAST 669 79 1460 2459 STM m43 777D 682E 7M 1450 2459 31M 6743 I 9'-e (I1r) PRECAST 411 M1 1618 1153 M29 4091 3146 626 M9 15N 225E 3122 1'- 11 IRE NUMEM N PARD HESSS ARE PERCENT REDUCTI0115 FOR GRADE 40 FTEED ADDED RESAR. Ski GENERAL NOTE NO. 4 SARLATERALLOADS FOR QCelt. a1T.Als. cMMQQ Pflflm H.1 03ru A SAI= ELOAD LENGTH TYPE 8RUB 8RF6 Rt;MU 4'- 44 (521 PPICW 758 757 1164 4'- r (541 PISCAST 894 693 1073 5'- e (W) PRECAST 408 407 865 51- 101(70') Pxw 382 381 616 6'- 8' (807 PRELIM 595 788 484 7'- 6' (90') FRIMW 509 674 383 9'- 8' (1161 PRECAST 370 490 214 e SEE CENEIK NDTE 18 GENM n twoNoir12) Ne t. c® oddswre! yw R1 }' Ip Midi a1 the "No frp: p Btl d6- i606 mod. Fw1e d irl rotda mpe,eypi l,'r u) tY aYtr ob off 1uh6e6 u n" r .wK. ewf ds0 hm Msegiw( W 1St6 G Q,yr emr eprad ado eYeN u MIS pelt 2M W r wk; la 4d.'b4bee ddd tat M weSEe( 6"09 Bie ale iPet O ASDd tilD lyp Ma6d aMf IA Q N etb bad M.el a tiitla. 4 bm d 9 y fawns bollet Is AP• as al NW mW M bMebMapdasdt r d tom lahenN Wl IQ rM eaI I Wd 1g9b at acme. m b W 9em M v Now On& 8 1 4er3.e IQ to idd IMiID• ai Oomt m mD Imd ban paA baled 1m4D Aeen. Q Itdb dolt .Pdaf eel no New lab L I» Sdt b.6 r. qua/ aI W bd Q 11t a.du b larrmum bs In Y Idced ttae>yo tx pa a Do 10"bob hod t. Head dmb. aaI¢t fu AEI 00 ad AC 316 D3Af s/_ra61W56yW31-10. a501 16 Zoo p o imwoY iDitAut M fild. Ae 6+rA Ws6 Ida Q A b &e . ad k"ef meal a 80 IdbePROD13Cf KF14£W'rD • . 6e.Y'e a p oe Ftme. eaa wpn. ot*-Alb dKstw4i< Q 9.tt MN DBrb p teple0. Am gMuo rt3 -O Z2 7) be II.79en6w M 1. r&&W tar ho Js Id" Q pdhdl 4.D. e W. A od 1 Mdaeeea4lWM*.1y9Q1Tle .4c dad D C®al d~rg9WatdcEm' I m f memmlWON lav d tran n IQILL - 8da" 10 Pollee 61M dbd' rd.t No 16 bmW d t1-1NIm 61 14 Sold -90- 1/2. CER TIP. SEE SUE LIMA I= TA035 MR LOD RIOI9GRIO S FOR WO AMM FUEL l E to m SAFE UPLIFT LOADSFOR Sr PRECAST w7 20 RECESS DOOR U•LMIELS 4a 4_4ne SAFE LOAD - POUNDS PER LINEAR FOOT TYPE lYf1F-1t 10- 1 69F11-INON-8 UnD-- egf14-2W22-a OX-a 4'-4° (52) PREZ' AST As 11s5 23R 3751 4446 ISMBDS INS 2362 3751 44451404,-6 (54') PRECJIi, F 66i 104 Vn 3607 4DS 4943 ern 3607 42)5 4643 5-8' (BB') PRECAST IM ns4 31e2 3911 6n I= 17M 2884 M82 3911 5'-10'(7117 PRECAST US 1207ewJ 171 Me 2773 M 3Zs6 tA 2799 M6 1237 1 1748 2M V73 I W 170 6'-8, ( PREDASt 70 9A I N 30 57D I= 1530f 3& 9 7'-6' (90' PRECAST 11 742 p64 ' 496t1 6D8 It38 13647 MOM." 2155 9'-8- (118) PRMAST 31s . 4m 8842180 9S 640 ID728 2331 THE HU31BEM N PARENMHLSIS ARE PERM REDIf IM FOR GUM 40 FIELD ADDED RESAR SEE COOK NOTE NO. 4 9llfl E13 FEZ TYPE DESIGNATION f • tuW 1m osart / U • WILM BEY4 F or eauITT161I0Y 6,ussRfAiOY Ytia FBF16-1 B/ IT RaVA,11 I j m 1® MJ J `.. w w IS. I ilAl NOrAD am Ar 1 Al UP FibtD) MM ye Y1•th' am a • 70V( r3ta t 4 JS IIM AT SM, yA t t,,,,pp. to801EADMMDPRODUCT REVLWD 1L7 Ann 11 Nd"0 N 10M1 mQ•s91YI 18 wiq 11a RT.tid: e r-r 7R000 O 44oamld7 9gedyfhs ,pe r q: { % F cbnm,I RW'. IbaOps o2 CWMMPAPJEN 9924 CR 679 SST . R ' ct..` SE RfA R. 93564 do M CAST—CRETE 8' LINTEL FABRICATION DETAILS N, 1•• n3 BIw daelo- I1 nMw m cm rmm rA - I34 Ib wu dwn 1pr n xlu Ma: bm, a to=10 ctw rum rt - W, M 4411E muss n no smr 3 Is 3 3Bi3 M qd Nerm f S v0.e1E' afInO0ob, CarZ 0 OOC m Building Setbacks Satbaclo: Par construction plane for M'NOWUA PRESERVE'. City of Sanford. Seminole County. Florida. Front . 25' Rear 20' Tide 7.5' SPECIFIC PURPOSE.SURVEY FORMBOARD) feel WYNDHAM PRESERVE LOT S2 PB 81. PG 93) LOT 30 8.4 r- Oi 111 w LOT 53 LOT 31 60.00' NORIN OWNCIARY UNE OF LOT 52 I 4 LOT 52 L AREA = 7.074 S.F. +/- 13.7 nof 12.7 nai eW 1 STORY RESIDENCE 2328 BLUE GROUSE w LANE 0 to FORMBOARD m 3FFE= 29.67 O 4.7 H an 20 0 an w Z11.0' h 13.3 11.0' i.--------------- ) I 111 in LOT 32 LOT 51 l0UTILITY 60s6aNB a EASEMENT( P) 2 3> 22'WW — — W CONC CURB NQ = BLUE GROUSE LANEN b CLINNER 50' RIGHT—OF—WAY H PRIVATE ROAD) 242.95' P\ S 89'40'S1' W 470.80' PCP PRM= Peinonent Rd. Manuml JuiveyR -Reported PCP-Parmanent Control Pain 0 - Destritbn p IFP&L-nwwa Power A Light P -Plat FrE-Nish Flow Elevation B.-Dead Book a -Water Motor O.R.- Official Records Beak ad -water Vales P.B.- Plat Book r-Fire Hydrant Pa. -Papa AC® -Reel water Motor Eay.-ElevdUon NCpd-Reclaimed water VON@ cone. -Concrete Cable Bo. BP -stick Paver Telephone So. SW -Sidewalk FFE -Finished near Elaw tIm XI -Electric Go. utility Pate Cl-Curb Inlet Gn Grate Top Inlet Cuy Poles L Poles P.U. E.-Public Utility Easement ght f-- Cuy Anchor RCP -Reinforced Cone. Pipe OU--Overhead Utniltea PVC-Pativktyl Chloride O-Storm Se-ar Mannsla NCS-Ho Corner Sol (Falb to Wrier) m-Sanitary Sawor Manhole Sr -Seuan FaaI rare -Electric Handhole my Eoumant COO -Clean Out Isx A: Wa-Irrigation Control Vat" I Hon It-S4n in Rod L87768 W04-40te water Valve Disk L87768 a -Gas Meter iron Rod L87766 tr•-E.tatloq Croda Iron Pipe L07768 Slick Ci -lln= l Volvo Non A Le"66 -w_-Orakiaga Flow Direction Concrete 10. 6-Pr000sod Desion Croda DID'IENSION NOTE: Proposed building dimensions shown hereon are of the exterior. SURVEYOR'S NOTES: 1. Current title info m oa on the subject property had not been fumbhed to GeoPoint Surveying, Inc. at the Time of this Plot pion. 2. Roads• wallas. and other sinner Itame shown heron were taken from engineering plans and are subject to survey. 3. Elevations shown hammn are In fed and are Manned to the NATIONAL CEOOEnC VERTICAL DATUM OF 1222 (NOVD29). 4. Proposed grades IN: (walled Moor afevations shown hereon all Train the construction plan for "MOHAM PRESERVE'. City of Sanford Seminole County. Florldo. S. This Specific Purpose Survey It for the location and alevalbn of the formboards only (THIS IS NOT A BOUNDARY SUN#" BUDDING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions• and layout shown hereon peter to any construction. and immediately advise GeoPoint Surveying, Inc. of any deviation from Information shown hereon. Failure to do so will be at users sale Ask. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0785H. in Flood Zone Y DESCRIPTION: LOT 52. according to the plat of'WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida lister, • 555 Wlnderley Place. Suite 109 Title urines that op described property Maitland, FL 32751 was madeunderrti{ the Standards of Practice set foci! Ml6011(qq•B Pnhnional Phone: (321) 270-0440 Surveyor k Mopairrcih tttbpt 57t1 Administrative Fax: (813) 248-2266 cede. Pursuant to sBeUen i72.027.-}l0d5 Statutes. Licensed Business No. LB 77W GeoPoint Surveying. Inc. nos 0. Levinbr oa1SuN RIM PRNAI SURdE" fONsRettl PER N0. LS6915 Orowm: CA Check.&JOl P.C.: Data Fsle:tktmdrad-Pbl NOT VALID KNOUT THE SIGNATURE AND THE ORIGINAL Oate:08/2B/ 18 Dwg:tktmfad-Id52 Order No.: ram. RALCFII crAI nr A nnRIDA Ilcrusrn SUWJMR ANn MAPPER I SEC. 17 - TWN. 20 S. - RNG. 31 E. I Field Bk: Is.., t`i-1 RI -COUNTY TESTING a ABORATOREES, INC. 31 S. Main St. Winter Garden, FL 34787 Lo 407-656-9656 PROJECT NO: ORDER NO., REPORT NO: REPORT OF IN -PLACE DENSITY TESTS PROJECT vt! < < (`'(c vi . py . E /_ 5 c::`f Z y CONTRACTOR REPORTED TO: LOCATION: MATERIAL: , DATE TESTED: g PROCTOR SPECIFkCATION: 9 7: i _ j S OPTIMUM MOISTURE: % MAXIMUM DRY DENSITY: LOCATION DEPFH DRY DENSITY MAX DRY DENSITY PERCENT OF MOISTURE INCHES 16.cu. n. 16s cu. n. MAX. DENSITY PERCENT 7 CITY OF SANF BUILDING & FIRE PREVEN' PERMIT APPLICA Application No: Documented Construction Value: $ I Z-+-?- 26 Job Address: 3) 3 1 y> j'('e• c Historic District: Yes [I No Parcel ElkResidential B Commercial Type of Work: New Addition Alteration Repair Demo F1 Change of Use Move Description of Work: Plan Review Contact Person: 104-0 .s'ec,-t b4 but l d -Q-r Phone: Fax: Email: hlomn Property Owner Information Phone: J Street: Resident of property? City, State Zip: Contractor Information Name Phone: *:?2-4-2-Ll Street: 9-go 1 Fax: 4o-4- Z(4C- City, State Zip: drifadlCdU C. -328 Ly State License No.: C( Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender., Address: 2 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN 1 PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUS N. IF YOU INTEND TO OE RECORDEDNCANCING,ACONSULT WITH OUR LENDER OR AN ATTORNEY BEFORE ND POSTED ON THE JOB SITE BEFORE THE FIRST IORECORDING OUR NOTIC COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installaticommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstinthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, furnaces, boilers, heaters, tanks, and air conditioners, eta FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Co Permit Application Revised: June 30.2015 BE OF has NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may found in the public records of this county, and there may be additional permits required from other governmental entities such as wr 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 requir in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submits The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction vale credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID signature of Contractor/Agent bate Print Contractor/Agent's Nam Signature ofgotary-State of Florida Date ii+' ti.. PAT Sl1SI W COMMSSION A FF t2M a• EXPIRES: August 25. 2010 a liondod Tbeu Wtwv Public tMdewbcs Con• E r'/?Zg'enf is ers'orially Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: COMMENTS: UTILITIES: ENGINEERING: FIRE: WASTE WATER: BUILDING: Revised: June 30. 2015 Permit Application 9701 Bachman Road Established 1973 9507 Stale Road 52 123 Miller Road / ` www.RJKielty.com Valdco,FL33594 (•, .•. Orlando. FL32824 Hudson, FL 34669 407-855.2636 State License A CF-0O20 2 72'/-W3-5486 813-661.0707 .. KiELTY Page: 1OF PLUMBING • HEATING a COOLING Proposal Date: 712612017 Proposal No: 717-13532 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Samford 1064 Greenwood Blvd. Suite 124 Model: Hawking - 1769 Lake Mary Pl. 32746 $5,925.00 We Proposeherebytofurnishmaterialandlabor - complete in accordance with specifications below for the Sum Of: Payment to be made as 1011OWS: 400/a Rough in 30°/a Top Out 30% Finish. NET 10 Days at AD speclicatlonsnbo ow nvotvingextra costs alteration m boo be uted nted ly uulnapon writtenorders, and will becoman like manner e an eto xtra charard ge over and above the estimate. All agreements contingent upon strikes, aoeidonts beyond our control. owner t any fire toma o• a necessary Insurance. Our workers are covered by workafs compensation insure it t AUTHORIZED SIGNATURE: THIS PROPO AL MAY BE WITHDRAWN IF N07 ACCEPTED IN 30 CA We hereby submit sped ns and estimates for Master Both Accord 60tQ6 Base 72270100 White With Walls And Moen Chateau TL182 Chrome Valve 1 Shower SterlingGarberMaxwell21- 912 1.28 White Elongated t Toilet ByBuilderWith Moan Chateau 64925 Chrome Faucet 1 Lev 2ndBathAccord 60330 71140120 White With Walls And Moen Chateau TL183 Chronre Valve t Tub SterlingGarberMaxwell21- 912 1.28 white Elongated t Toilet Byguilderwith Moan Chateau 64925 Chrome Faucet I Lev KitchenISink By Builder I Faucet Moan Integre 67315 Chrome 1 Disposal ISE Badger Y With Cord 1 leemaker Line With Recessed Box 1 Dishwasher Hook Up uNOftes 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE: Backfiling Included For Sewer 8 Wotan Only (Slab BadtfiUing By Others) Baekilow Preventera Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sewer Allowance; Additional $12 per foot 40' Water Allowance: Additional $3 Per foot Applies to any direct contract between an owner contractor (RJK) - Notice of Lien Laws w are twidaaStatuteste to sdohe001- as7. Acceptance cified. onceofPayment Proposal will opoos l - Thf de above prices, specifications and conditions are satisfactory and hereby accep ted.outlined above. I agree to pay reasonable attorneys fees court costa In the event of legal action. A monthly service charge of 1 112% will be added after days. Any sewertapsdeeperthan4112feetorrequiresbackhoeordewateringwillbeanextracharge. 11/Ile O DATE OF ACCEPTANCE 8 PAGE SIGNEO Broom; Hudson last Edit By: Lass Edit Date: 7/27/2017 isCITY Of S,kNFORD FIRE ()EPARTMCNT Building & Fire Prevention Division PERMIT APPLICATION Application No: ly Documented Construction Value: S 51,000 Job Address: 3813 Night Heron Drive Historic District: Yes Now Parcel ED: 17-20-31-502-0000-2140 Residential Commercial[] Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough, and trim Plan Review Contact Person: Brandon Gibbs Phone:407-630-8119 Fax: Title: Director Email: brandon.gibbs@reedcm.coin Property Owner Information Name Starlight Homes FL, LLC. Phone: 407-708-0163 Street: 1064 Greenwood Blvd., Ste. 124 Resident of property? . No City, State Zip: Lake Mary, FL 32746 Contractor Information Name Brandon Gibbs i Street: 146 West Plant St., Ste. 240 City, State Zip: Name: n/a Street: City, St, Zip: Winter Garden, FL 34787 Bonding Company: n/a Phone: 407-630-0119 Fax: State License No.: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: n/a Address: Address: EC 13008106 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, -pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 1053 Shall be Inscribed with the date of application and the code In effect as of that date: 6th Edition (2017) Florida Building Code Revised: January 1. 2019 Permit Application 1-6 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal - The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of OwnedAgmt Date . Print Owner/Agent's Name Signature of Notary -State of Florida Date l-0 ! ' j. SW ague of ConW=tadAScnt s % Y G MA Vn Qd' P21 Print Contractor/Agent'. Name lit [it Sig uftm OfNot"T Florida Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of M Produced ID Type of M BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # Hof Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: WASTE WATER: BUQ.DING: Revised: lamtary 1, 2019 Permit Applicaflon OR CITY OF Siki4FORD FIRE OEPARTMEiLtT Building & Fire Prevention Division PERMIT APPLICATION Application No: I F- 12 1 I Documented Construction Value: $ 4.344.00 Job Address: 3813 Night Heron Dr, Sanford, FL 32773 Historic District: Yes No Parcel ID: 17-20-31-502-0000-2140 ResidentialR Commercial Type of Work: New Addition[] Alteration[] Repair[--] Demo Change of Use Move Description of Work: Install new AC with duct work and venting Plan Review Contact Person: Derri Gantt Phone: 407-886-3729 ext 163 Fax: Title: Pre Construction Coordinator Email:dgantt@energyair.com Property Owner Information Name Starlight Homes - AWH Phone: Street: 1064 Greenwood Blvd, Ste 124 Resident of property? City, State Zip: Lake Mary, FL 32746 Name Energy Air Inc. Street: 5401 Energy Air Ct City, State Zip. Orlando, FL 32810 Name: Street: City, St, Zip: Bonding Company: Address: Contractor Information Phone: 407-886-3729 Fax: 407-781-1643 State License No.: CAC1816317 Architect/Engineer Information Phone: Fax: _ E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT iN YOUR PAYING TWICE FOR I14PROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SiTE BEFORE THE FIRST INSPECTION. iF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEi14ENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of application and the code in effect as of that date: 61° Edition (2017) Florida Building Code Revised: January 1. 2019 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of 0umer/Agent Date Print 0-Amer/Agent's Name Signature of Notary -State of Florida Date 4001""" 7(G:ojo%a Sigtmturc of Contractor/A6Knt Datc I ry V Jo Print Contractor/Agent's Naffff nuwy w-- —... y{ .Si9t0 Cr FNNM Jessica WIN Go 056367 aa misalm t4nW02A 0 Owner/Agent is Personally Known to Me or Contractor/Agent is )—' Personally Known to Me or Produced ID Type of ID Produced 1D Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood 'Lone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: January 1, 2018 Permit Application WORK ORDER Job #: 34665 Date: 1/25/2018 145959 ISubdivision I Phase I Bld I L/U Blk BILL TO: Starlight Homes - AWH Lot / Sub: W ndham Preserve 1 12141 3813 Night Heron DrADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip Sanford JFL 132773 Model/Bld : 1769 S Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pum R-410a A/H-2 or FurnaceJobContact: S Woolwine A/H-1 or Furnace F64CNP030L00 Job Phone: 4077301311 Heater or Coil CE2401 COS Heater or Coil Date Requested: CU-1 CH14NB03000G CU-2 Date Required: T'Stat: TH6220D1002 T'Stat: Filter Base AHU Location N/A 1 st A Int Closet Filter Base AHU LocationPermitInformation: Efficiency 14.00 SEER / 8.2 HSPF Efficiency MUST BE ACCURATE AND COMPLETE: A/H-3 or Furnace A/H-4 or Furnace Heater or Coil Heater or Coil Bldg. Permit# CU-3 CU-4 Township: Sanford T'Stat: T'Stat: Filter Base Filter Base AHU Location AHU Location Incl. on Builders Permit: No Efficiency Efficiency Zoning Brand: Honeywell/Johnstone Vent. Damper Ysisomoi7 Qty iEAIPullsPermit: Yes Builder calls inspection: Yes Zone Kit #1 ZD1 EAI calls inspection: No Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 319.01 Transformer ZD4 Surge Protector ZDS ByPass Damper #1 ZD6 B Pass Damper #2 ZD7 PO Numbers Qty Yes No Qty. Yes No Grs.Stamped Stl. 12 X Flue Pipe: X Grs.Stamped Returns 6 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alum 1 X Elect. Air Cl. X Kit. Hood Duct: X Conc. Slab: X Kit. Down Draft Duct: X Heat Recovery: X fan 80 cfm BFQ80 2 X Fresh Air: 1 X fan lite BFQF70 X Bath Exh. Duct: X Dryer Vent: 1 X Special Instructions Or Comments: Accounting Department: Job # Invoice Due Date: Estimated Estimated Task - Description Hours Cost 03-Fabrication Labor 1.54 19.40 Rou hin 2 137.00 21.33 319.9S04-Installation Labor 06-Piping Labor 6.38 108.38 Trim 2 137.00 14-Kitchen Vent Trim 1,048.8702-Material/Tax 1,339.77 Permit 70.0001-Equipment/Tax 80.0009-Permit/Other 1.17 14.77011-Delivery Labor 2.34 29.55 Total Contract: 4 344.0020-Pull Material Labor 2.50 42.5012-Startup Labor ENVIRONMENTS FOR Livii SITE 10: 425233 LOT: 214 BLOCK HOUSE: 3613 STREET: NIGHT HERON OR CRY: SANFORD STATE: FL ZIP: 32771 COUNTY: SEMINOLE ACCOUNT! 60/STAFL BUILDER: STARLKI HOMES SUBDIVISION: VWNOHAM PRESERVE COMMUNITY: WA PLAN: HOP 101162017 PROGRAM: HERS1100% TESTER: EFL IECC: 2001 CLIMATE ZONE PROPERTY OWNER: PROPERTY ADDRESS: 3813 NIGHT HERON DR. SANFORD. FL 32771 TEST: BLOWER DOOR RESULT: PASS TESTER: Oava Revab DATE: 12 I32018 TEST NAME CORRECTION NEEDED BUILDER VERIFIED RATER VERIFIED NIA 5.1 Aft ACCess Panel asketed and insulated X 51 AWC drop -do" Stair(fully asketed and insulated I x 5.4 Recessed Lighting Fixtures (ICAT labeled and seslad to d II x 5.5 Wno1e4wuse Fen insulated gatkated to Ina apaning x 7.3 Fresh a'v ventilation installed per pmgfam a au I I X BIwMr Dow 80 Ta 80 Araul Room Pmaaute Twt BUILDING ORIENTATION PROGRAM VOLUME U. CODE VOLUME CU. PROGRAM SHELL CODE SHELL NIA 16.451 0 0 PROGRAM CFM 50 CODE CFM W PROGRAM ACH 60 CODE ACH 50 PROGRAM of SIw1 CODE of SAaI 0 11.910 7 1.843 6.72 Maear • Mal Bden 0 Bdrm 2 0 MM31 0 Bdrm 5 0 Rm 1 1 0 Rm ] 0 Olhwl 0 Bdrm 4 0 Rm 2 0 CO Datedma Eneffly SW OuaVAd s7 EM dwd LWft P 7 x 60 or s Of Hattlwlmd Ughtg Must Be CFL Or LED x Low Flaw Fouoala. Tob w 4ft? Tlwmwasat7 x CorlMled Oren PmWam Laval Re6tdraa Vlaual Impecdon syftm Ham Lautlen Mrluhoturer Nam MGM 61 Medal 02 Mum 03 Modal04 SYSTEM 1 WATER HEATER GARAGE AD SMITH ENT 50 110 SYSTEM 2 WATER HEATER SYSTEM 3 WATER HEATER SYSTEM 4 WATER HEATER SYSTEM 1 FURNACE SYSTEM t HVAC OUTDOOR UNIT OUTSIDE I CARRIER CH14NO030 SYSTEM 1 HVAC INDOOR COIL SYSTEM I HVAC AMU (HEAT PUMP INTERIOR CARRIER F84CNP030 SYSTEM 2 FURNACE SYSTEM 2 HVAC OUTDOOR UNIT SYSTEM 2 MVAC INDOOR COIL SYSTEM 2 MVAC AMU (HEAT PUMP SYSTEM 3 FURNACE SYSTEM 3 HVAC OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL SYSTEM 3 HVAC AMU (HEAT PUMP SYSTEM 4 FURNACE SYSTEM 4 MVAC OUTDOOR UNIT SYSTEM 4 HVAC INDOOR COIL SYSTEM 4 MVAC AMU (HEAT PUMP) BUILDING SPECIFICATIONS BUILDING CHARACTERISTICS AS DESION - VALUES AS BUILT -VALUES COMMMENT a OF BEDROOMS REM NA NA CEILING FLAT REM NA NA SEALED ATTIC REM NA NA VAULTED CEILING REM NA NA FOUNDATION WALLS REM NA I NA EXPOSED FLOOR REM NA NA ABOVE GRADE WALLS (REM) NA NA DUCT SUPPLY R-VALUE (REM) NA NA DUCT RETURN R-VALUE REM NA NA TEST: BLOWER DOOR RESULT., PASS TESTER. Om Reveft DATE: 12/12/2018 Runimma RPPCIPKJTIONR BUILDING CHARACTERISTICS ASDESION-VALUER ASBUILT-VALUER COMMMENT PROGRAMMABLE THERMOSTATS (PRIF) YES WATER HEATER TYPE(PRIF) CONVENTIONAL WATER HEATER FUEL TYPE(PRIF) ELECTRIC WATER HEATER SIZE. EFFICIENCY 8 LOCATION PRIF) INFILTRATION HOUSE LKG ACH REM NA Ht :6.72 Cl : 6.72 ACH 50 PAwu FRESH AIR VENTILATION TYPE(PRIF) AIR CYCLER VENTILATION FAN MANUFACTURER REM NA NA VENTILATION FAN MODEL REM NA NA VENTILATION FLOW REOUIRED (REM) NA NA VENTILATION EOUIP. RATED CFM REM NA NA VENTILATION / OF FANS (REM) NA NA VENTILATION TIMER SETTING EACH FAN (REM) NA NA VENTILATION TIME - HRSIOAY SPECIFIED REM NA NA VENTILATION TIME SET BY HVAC CONTRACTOR - MINUTES PER HOUR(PRIF) FRESH AIR VENTILATION FAN WATTS REM NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPEC'S(PRIF) INTERIOR % OF CFVS(PRIF) INTERIOR % OF LEO'S RI INTERIOR % OF PIN -BASED (PRIF) EXTERIOR FIXTURES % OF CFL'S (PRIF) EXTERIOR FIXTURES % OF LEGS(PRIF) GARAGE FIXTURES % OF CFUS(PRIF) GARAGE FIXTURES % Of LED'S(PRIF) DISHWASHER(PRIF) REFRIGERATOR(PRIF) FOUNDATION TYPE(PRIF) SLAB TYPE(PRIF) SLAB AREA(PRIF) SLAB DEPTH (PRIF) SLAB FULL PERIMETER (PRIF) SLAB GRADE(PRIF) FLOW RING(PRIF) HEATING REM NA NA COOLING REM NA NA AIR -SOURCE HP REM NA NA WATER HEATING REM NA NA TEST: DUCT BLASTER RESULT. PASS TESTER: DOW RaaM DATE 1211302018 TOTAL CONDITIONED FLOOR AREA 0 t,789CFASOFT) DUCT LEAKAGE TO OUTSIDE % TARGET TOTAL DUCT LEAKAGE % TARGET SYSTEM 1 SO FT. SERVED (CFA) O t.789 POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 0 142 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 82 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE InBnity% ].50% CFM28) TARGET (CMS) ACTUAL (% OF CFA) ACTUAL SYSTEM 1 TOTAL DUCT LEAKAGE 0 212 SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM I TOTAL DUCT LEAKAGE (% OF N&N% 0.00% CfM28) TARGET (CFM28) ACTUAL CFA) ACTUAL SYSTEM 2 SO FT. SERVED (CFA) 0 0 SYSTEM 2 DUCT LEAKAGE TO OUT810E 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFIA28) TARGET (CFM28) ACTUAL (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE (% OF QOFMZS) TARGET ° ° (CFM20) ACTUAL CFA) ACTUAL SYSTEM 2 SO FT. SERVED (CFA) 0 ° SYSTEM 3 DUCT LEAKAGE TO OUTSIDE SYSTEM ] DUCT LEAKAGE TO OUTSIDE SYSTEM 8 DUCT LEAKAGE TO OUTSIDE CFM28) TARGET ° ° (CF V28) ACTUAL (% OF CFA) ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE 0 0 SYSTEM 3 TOTAL DUCT LEAKAGE SYSTEM 3 TOTAL DUCT LEAK44E (% OF TEST: DUCT BLASTER RESULT•. PASS TESTER: Ong Rfvvh DATE: 1211&"16 CFMU) TARGET (CFM29) ACTUAL a CFA) ACTUAL SYSTEM 4 SO FT. SERVED (CFA) SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET (CFM25) ACTUAL (% OF CPA) ACTUAL 7mlSYSTEM4TOTALDUCTLEAKAGESYSTEM4TOTALDUCTLEAKAGESYSTEM4TOTALDUCTLEAKAGE (% OF CFM20) TARGET m (CFY21h ACTUAL . Cfp ACTUAL RULL.DING 9PPOPrATKLIS LOINO .. RIST.ICS AB OESIGN - VAUU IIIIIIIIIIIIIIIII15ASIGUILT VALUES COMMM DUCT LEAKAGE TO OUTSIDE REM NA 0.038 CF,M25 CFA TOTAL DUCT LEAKAGE REM NA 0.12 CF,M2S CFA FLOW RING PRI I IJ]ii,±p?I; Ili[In AI s_. I J• /M L•)/I L: bull c 5me .qan- e nl .;n1111U;;ILVII1i;::uu111;;J :liVIIII; jAfvz.,,F.Tr.- ntntn.I= ENVIRONMENTS FOR jvj SRE ID: 428933 LOT: 214 BLOCK MOUSE 3813 STREET: NIONT HERON OR CITY: SANFORO STATE: FL LP: 32771 COUNTY: SEMINOLE ACCOUNT! 909STAFL BUILDER: BTARLIONT HOMES SUBDIVISION: WYNDHAM PRESERVE COMMUNITY: WA PLAN: HOP 10I182017 PROORAW NER81100% TESTER: EFL IEOC: 2009 CUMATE LONE PROPERTY OWNER: PROPERTY ADDRESS: 3613 NIGHT HERON DR, SANFORD, FL 32771 TEST: BLOWER DOOR RESULT: PASS TESTER Dan Retra% OATS 12JI32018 Pkmbho IR Sun wi ftim, NAME w " RItECT10NjTi VER AED V9 E w wk- 5.1 Attic Access Panel h asketad and insulated x 5.2 Atbc dm Stair (funy gasketed and insulated x 5.4 Recessed LightingLigh6ngFixtures (ICAT labeled and seated to d ti X 5. 5 WRalMduse Fan insulated gasketed to the opening X 7. 3 Fresh air ventdaGan installed pot pmgrams x B101nr Deaf BO Ta et SO Aebul Rasm Plauum Tom y'[+ BUILDING ORIENTATION ` i. PROGRAM::: r F,.,`yOLUME U. CODE: VOWME CU. PROGRAM • BNELL' O. CODE SMELL NIA 19,451 0 0 PROGRAM CFM So 1 . IOODE ". NNCFMSO . • ;: PROGRAM` ACN SORT •: CODE y : ACM SO i e.!` NPROORAM.. ;d? i •- X eN81r0i.t rt, CODE o181r9 iyykt: 0 1,919 7 1. 843 8.72 Mat Bdtm 0 Bdtm 2 0 Bdrm3l 0 Berm 8 1 0 Rm 1 1 0 RM31 0 1 Olhwl 0 Bann 4 0 Rm 2 o 0006 Enorgy Star OualMted nouT EBYaem LWdft Pedukpl x 80 at s Of Natawind Lighs Must Be CFL Or LED x Low Fbw Faucets Tabu ele7 Pmraffamm TmftraalaH x Cetl] Iad Oran WoRom L4nel Retpolee Vhual inspection Machmi al r11 0r I 60ffC oeatlal M Manuhadl l N"OftlWWWOM-tt YIe0i1 a MedN A ` LAoOM It : '++. SYSTEM I WATER HEATER GARAGE AO SMITH ENT SO 110 SYSTEM 2 WATER HEATER SYSTEM 3 WATER HEATER SYSTEM WATER HEATER SYSTEM 1 FURNACE SYSTEM HVAC OUTDOOR UNIT OUTSIDE CARRIER CH14NB030 SYSTEM 1 HVAC INDOOR COIL SYSTEM 1 HVAC AMU (HEAT PUMP INTERIOR CARRIER FB4CNP030 SYSTEM 2 FURNACE SYSTEM 2 MVAC OUTDOOR UNIT SYSTEM 2 HVAC INDOOR COIL SYSTEM HVAC AMU (HEAT PUMP SYSTEM FURNACE SYSTEM MVAC OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL SYSTEM 3 HVAC AMU (HEAT PUMP SYSTEM FURNACE SYSTEM 4 MVAC OUTDOOR UNIT SYSTEM 4 HVAC INDOOR COIL SYSTEM 4 HVAC AMU (HEAT PUMP) BUILDING BPECIFHaT10NS 190 BU1L01IIOCNARIICTERI8TIC9 tiSJ'*ASBUILT'=VALUES u':y 4la:t Yi COMMMEHT '.`k 7 0OFBEDROOMS REM NA NA CEILING FLAT REM NA NA SEALEO ATTIC REM NA NA VAULTED CEILING REM NA NA FOUNDATION WALLS REM NA - NA EXPOSED FLOOR REM NA NA ABOVE GRADE WALLS REM NA NA DUCT SUPPLY R•VALUE (REM) NA NA DUCT RETURN R•VALUE REM NA NA TEST: BLOWER DOOR RESULT: PASS TESTER: Om RarW DATE: 12112=10 BUILDING SPECIFICATIONS ' BUILDING CHARACTERISTICS ASDESIGN-VALUES ABBUILT-VALUES COMMMENT PROGRAMMABLE THERMOSTATS (PRIF) YES WATER HEATER TYPE(PRIF) CONVENTIONAL WATER HEATER FUEL TYPE(PRIF) ELECTRIC WATER HEATER SIZE. EFFICIENCY 8 LOCATION PRIF) INFILTRATION HOUSE LKG ACH (REM) NA Ht : 6.72 CI : 8.72 ACH SO Pascals FRESH AIR VENTILATION TYPE(PRIF) AIR CYCLER VENTILATION FAN MANUFACTURER REM NA NA VENTILATION FAN MODEL • REM NA NA VENTILATION FLOW REQUIRED REM NA NA VENTILATION EQUIP. RATED CFM (REM) NA NA VENTILATION a OF FANS REM NA NA VENTILATION TIMER SETTING EACH FAN REM NA NA VENTILATION TIME • HRSIOAY SPECIFIED (REM) NA NA VENTILATION TIME SET BY HVAC CONTRACTOR MINUTES PER HOUR(PRIF) FRESH AIR VENTILATION FAN WATTS REM NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPECS(PRIF) INTERIOR % OF CFVS PRIF INTERIOR % OF LEO'S(PRIF) INTERIOR % OF PIN-BASEO (PRIF) EXTERIOR FIXTURES % OF CFL'S (PRIF) EXTERIOR FIXTURES % OF LEO'S(PRIF) GARAGE FIXTURES % Of CFL'S(PRIF) GARAGE FIXTURES % Of LED'S(PRIF) DISHWASHER(PRIF) REFRIGERATOR(PRIF) FOUNDATION TYPE(PRIF) SLAB TYPE(PRIF) SLAB AREA(PRIF) SLAB DEPTH (PRIF) SLAB FULL PERIMETER (PRIF) SLAB GRADE(PRIF) FLOW RING(PRIF) HEATING REM NA NA COOLING REM NA NA AIR -SOURCE HP (REM) NA NA WATER HEATING REM NA NA TEST: DUCT BLASTER RESULT., PASS TESTER: Dm RevaOa DATE: 12/12G018 TOTAL CONDITIONED FLOOR AREA WA SO F0 1,789 T) DUCT LEAKAGE TO OUTSIDE % TARGET TOTAL DUCT LEAKAGE % TARGET SYSTEM 1 SO FT. SERVED (CFA) 0 1,788 POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 0 142 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE B2 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE I,,,,,Y, 3501E CFM25) TARGET (CFM2S) ACTUAL (% OF CFA) ACTUAL SYSTEM 1 TOTAL DUCT LEAKAGE 0 212 SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM 1 TOTAL DUCT LEAKAGE (% OF NaN% 0.00% CFM22) TARGET ( CFLCM ACTUAL CFA) ACTUAL SYSTEM 2 SO FT. SERVED (CFA) 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET 0 0 ( CFM22) ACTUAL (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2Tom DUCT LEAKAGE I%OF CFM25) TARGET 0 0 (CFM21h ACTUAL CFA) ACTUAL SYSTEM S SO FT. SERVED (CFA) 0 0 SYSTEM S DUCT LEAKAGE TO OUTSIDE SYSTEM S DUCT LEAKAGE TO OUTSIDE SYSTEM S DUCT LEAKAGE TO OUTSIDE CFM2S) TARGET 0 0 (CFMIS) ACTUAL (% OF CFA) ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE 0 0 SYSTEM 3 TOTAL DUCT LEAKAGE SYSTEM 3 TOTAL DUCT LEAKAGE (% OF TEST: DUCT BLASTER RESULT: PASS TESTER: Owe Rftaft GATE: 12lt312010 CFM25) TARGET I (CFM25) ACTUAL ® CFA) ACTUAL SYSTEM 4 80 FT. SERVED (CFA) SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM2S) TARGETimimI (CnaM ACTUAL (% OF CFA) ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGE70M SYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE (% OF CFM28) TARGET (CFM2S) ACTUAL CFA)ACTUAL. RUILONO SPECIPrATIGNS S LDINO C IAR .. RIBTICB AS DESIGN AL EB IIIAB B IL - ALUES COMMMEI(T DUCT LEAKAGE TO OUTSIDE REM A POWERS CF.A TOTAL DUCT LEAKAGE REM A l 2tC FM2 5111CF.A FLOW RING PRI FINAL BOUNDARY SURVEY o.0 o zm N c WYNDHAM PRESERVE LOT 214 c a, m a r PB 81, PG 93) O N M a., C I 1 ev U a 00 C It m mo LOT 184 ki S/R O 23.7' LOT 185 LOT 186 LOT 215 NORTH BOUNDARY f O OF LOT 214 C M 1 LOT 214 9.3 oAREA = 1* 6,900 S.F. +/-j W a oa i U 9.3O O PAD N 23.7' ; Survey Note NO SOD AT TIME OF SURVEY. 1 STORY RESIDENCE 3813 NIGHT HERON DRIVE FFE= 27.33' PORCH 13.3 I te SMGD 1 41- F I ;aZ W CONCRETE "" w DRIVEWAY 00I CONC WALK I y n I ri I 25.3. omoo - ------------------------------------------------ co/ o. SIR Y_ PRINCIP BUILDING SETBACK (Typ.)J 7 75.00' S89043103V Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front 25' Rear = 20' Side 7.5' ti.EGEND:ADU550-Access Drain a Utilities SidewalkLB -Licensed ue neas ag / 8FP -8ackflow Preventer Sight Distance Easement S - Survey PRM -Permanent Ref. Monument R - Reported PCP -Permanent Control Point 0 - Description FP&L -Florida Power & Light P - Plat FFE -Finish Floor Elevation D. . - Deed Book 10 -Water Meter O. R.-Official Records Book Da -Water Valve P. B. -Plot Book V-Fire Hydrant Pg• - Page RC® -Reclaimed Water Meter Elev. - Elevation RCD4-Reclaimed Water Valve Conc. - Concrete Cable Box 13P - Brick Paver m -Telephone Box SW - Sidewalk El -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 E--Guy Anchor RCP - Reinforced Conc. Pipe OU--Overhead Utilities PVC - Polyvinyl Chloride m -Storm Sewer Manhole NCS - No Comer Set (Falls in Water) 0 -Sanitary Sewer Manhole SF - Square Feet ENNo -Electric Handhole O. U.E.-Orainage/Utility Easement COO -Clean Out FMGO- MAG NAIL k DISK 4VD4-Irrigation Control Valve P. K. -Parker Kolon Nail I. -Sign SIR - Set 1/2' Iron Rod L87768 WD I -Gate Water Valve SPKO - Set P.K. & Disk L87768 Gas Meter FIR - Found 1/2' Iron Rod L87768 11. -Existing Grade FlP - found 1/2' Iron Pipe L87768 CI -Blow-off Valve FPKO - Found P.K. Nail &Disk L87768 •^ft--Drainage Flow Direction FCM - found 4'x4' Concrete 0 Proposed Design Grade Monument PRM LB7778 As-Built/Existing GradQ Note: Some items in above leaen may not be aoo icable Description I Date I Dwn.ICk'd I P.C. I Order No. LOT 213 Ica Yam- 4nvn,n SURVEYOR' S NOTES: 1. Current title information on the subject property had not been fumished 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 back lines, reservations, agreements, and other similar matters. 2. This survey is limited to above ground visible Improvements. and that nothing below the ground was located including, but not limited to foundations (footings), utilities, etc. 3. Elevations shown hereon 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 plat 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. S. This survey is intended to be displayed at 1' - 20'. 7. All boundary line dimensions are field measured unless otherwise noted. Oz U 0 l o. a U V h J 89' 43'03' E I o vi dl I FLYCATCHER a_ I WAY 50' RIGHT—OF—WAY PRIVATE ROAD) PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone 'r DESCRIPTION: LOT 214, according to the plat of " WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida Last Date of Field Survey: 1 1 08 18 555 Winderley Place, Suite 109 This certifies that a survey of the hereon described property Maitland, FL 32751 was made under my supervision and meets the Standards of Phone: (321) 270-0440 Practice set forth by the Florida Board of Professional Fax: (813) 248-2266 Surveyors & Mappere in Chapter 5J-17, Florida Administrative Licensed Business No. LB 7768 code, pursuant Section .472.027. Florida Statutes. GeoPoint Surveying, Inc. LS6915 Drawn: RCA Checked: JDL P.C.: Data FIe:Brha iffAst-Plat PROFESSIONALSURVEMRdoMAPPERNO. ................ VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Date: 11 /15/18 Dwg:tlr anfmt-1at214 Order No.: MAL OF A aaMb).0 Eb SURVEYOR PER SEC. 17 - TWN. 20 S. - RNG. 31 E. Field 8k: --