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HomeMy WebLinkAbout3855 Night Heron Dr- 18-1249; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT 1& iL Q STATEMENT NUMBER: 18100002 DATE: March 09, 2018 BUILDING APPLICATION #: 18-10000223 BUILDING PERMIT NUMBER: 18-10000223 UNIT ADDRESS: NIGHT HERON DRIVE 3855 LOT 207 17-20-31-502-0000-2070 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: 3 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: 3855 NIGHT HERON DRIVE / LOT 207 / WYNDHAM PRESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 ROADS -COLLECTORS 1.000 dwl unit 705.00 N/A SinRESCUE ily Housing .00 1.000 dwl unit 00 FIRE R / 00 LIBRARY CO -WIDE ORD Single Family Housingg 54.00 SCHQOLS 1.000 dwl unit 54.00 CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE IQ l V V. YZ CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: _ - 0 l Documented Construction Value: 7 `{ _7 1'-c, OD Job Address: 55 v tJi olrtt 1 ero 1 r; ` Historic District: Yes No Parcel ID: 17-20-31-502-0000- D,,G-la Wyndham Preserve Lot 9%o-i 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 Greenwood Blvd, Suite 124 Fax: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA — E-mail: sives@mulhemkulp.com Bonding Company: NA Mortgage Lender: NA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: Th Edition (2014) Florida Building Code UJ k--) 13 4 Revised: June 30, 2015 —5 T 3 D2,!_ Permit Application REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # 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 Resid n e Address: 4;'a:trrtr.;r Y,cz.;yy-•_es.a..;.r:r7 _ J:3 `'ri'rT. _ •?' i.:. '1,:.,r..i?:"; :t: r ,- ;. f ,5 yy ':. ,L K`.ur ;r 2 .'_ rah ,`•,'% FiLEC RICAL.PERIVIIT:`':,. :: _- . ":_' .: _ ;:.;. -._ r.,:,. ,••,: •--;;•.._:Y%r= rF'?•_;`raa:s= .e.l„^ e= r,i:•% is 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 W31, ,y., r - 1 yy_..{'''t 21:x Min Max Inspection Description 10 Plumbing Underground ' 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final Y -^(_•nT yG,r:v(•.+: a a'a(K: '•Vtlswrti«r.:tuc rYb1VIECH'NICALTP.E•RM IT=:,7 fl .Ta.._. ..;..... - f• ' [. N • 1 a: ;ix.. , 3.: •: v.,: u5',:a%•L.:r-.^H:•r. .., rr,.....,.:_ r.,, "t:•;...F, ;•: Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final r I REVISED: June 2014 . ale 10- NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there -may. be additional permits required from other,governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date W Owner/Agent is Personally Known to Me or Produced ID Type of ID 3- - Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name 4—I T Signature otyy-§W*gbFM el U Date j l so NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 Expires 6/1/2021 Contractor/Agent is V Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [a Electrical B Mechanical E Plumbing® Gas[] Roof Construction Type:y fl Occupancy Use: 1. 3 Flood Zone: ^ScE A-r'r"Lit Total Sq Ft of Bldg: 2_35 1 Min. Occupancy Load: 1 Z # of Stories: I New Construction: Electric - # of Amps t SO Fire Sprinkler Permit: Yes No K # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: y%t—, 3 27- !!6 FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. x12. Zlo me- 1`769 H«wktk9-T, 6-(— Plumbing - # of Fixtures , S_ Fire Alarm Permit: Yes No Z WASTE WATER: BUILDING: sF L4 • IS Revised: June 30, 2015_ _ _ Permit Application THIS INSTRUMhE TPFt,E FloED llC Namo: 084 Greemvood giv Su to 2Address: NOTICE OF COMMENCEMENT s i u„ i gnu i« i GRANT 11LOYr SEMINOLI TCCOUNTY G EERY, OF CIi(.Ul'( CDU Bi( 911}IJ f'g 15?E (Pgs) CLERK'S T 201802?Bn?133 1?:0) F'l1 RECORDED O3/1..,-Il i. RECORDED By dtPmal Ott State of Florida O"1 O County of Seminole 17-20-31-502-0000- Parcel ID Number: Permit Number: and In accordance with Ives notice that Improvement will be made to certain real propertyTheundersignedherebyginforinaflonIsprovidedinthisNoticeofCommencement. Chapter 713, Florida Statutes, the following Lien of the property and street address If available) pESCRIPTION OF PROPERTY: (Legs descr1P O - s 93- wr., Ak!MM Prese e _ - . c Address: Ti LJ j - GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Nerve: ,a,,. .._ _ nw......, — Address: 1405 Old Alabama Road, Su e Fee Simple Title Holder of other than owner) Name', NA CONTRACTOR Name: Starlight Homes Florida, LLC 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 be served Address: Owner upon whom notice or other documents maYnatedby Persons within Section 71313(1)(b), FlthoStettoofFloddiDosorida Statutes. as provided by Name: NA of . NA Address: In addition to himself. Owner Designates ` JTo receive a copy of the Uenor's Notice as Provtd n Section 713.13(1)(b), Florida Sietutes. earfrom date of recording unless a Expiration Date of Notice of Commencement (rho expiration data Is y TION OF THE NOTICE OFdifferentdateIsspecifled) SECTION 713.13, S MADE BY THE OWNER AFTER THE EXPIRATIONPART I, ANY PAYMENT TER 713, Ri NlMG TO OWNER: TS TO YOUR PROPERTY. FIRSTDPOSTEDONTHEJOBSITEBEFORETHEDCANRESULTINYOURPAYINGTWICEFORIMPROVEMENCOMMENCEMENTARECONSIDEREDIMPROPERPAYMENTSUNDERCFLORIDASTATUTES, ANUST 13E CONSULT WITH YOUR LENDER OR AN NOTICEINSPECTION OF CO YOUCIN END EMENT TO OBTAIN FINANCING. at 1 have read the foregoing and that the facts stated In It are trueBEFORECOMMENCINGWORKORRECm DING YOUR NOTICE OF COMMENCEMENT. Und a attles of perjury, I declareknowledgeandbelief - to ttq es pvmefa pMted Name stead' era signature onoemenl and no one etso may be permitted to sign In tda or her Florida Statuto 713.13(1)(9):. The owner must sign the nag°° 01 comet County of day of 5...Y State of edged before me thisw known to me T'hffizz:g; Who Is Personally try atement OR who has produced Identification typo of Identlflcatlon produced: r--- Shayne Mengel NOTARY PUBLIC signature ESTATE OF FLORIDA Comm# GG113111, Expires 6/21/2021 _ 8 4 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: 3855 Night Heron Drive Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-2070 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) OFFICIAL US•E ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway W 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# 18-1249 Reviewed by: Michael Cash, CFM Date: March 27, 2018 1 1, 1 Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & 9 9 Y Landscaping in Right -of -Way www.sanfordfl.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 z ' jurisdiction's right -of -Way. All requested information below as well as a current survey, site plan or plat clearly identifying the maw riatt below. size and location of the existing right-of-way and use shall be provided or application could be delayed. Call before you dig. 1. Project Location/Address: 3 $55 N i e," Hbra n 2. Proposed Activity: Q Driveway n Walkway Other. 3. Schedule of Work: Start Date 4. Brief Description of Work: Construction Of New SFR This application is submitted by: Completion Date Emergency Repairs Property Owner: Signature: Print Name: Cf -\kc `t I rp,r^-e-ke Address: 1064 Gree cod Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-647-0700 Email: Shayne.mangel@lstarlighthomes.mm Date: ?)-(a-I 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 installationtimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stonnwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the pennittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read and understand the above statement and by signing this application I agree to its terms. Signature: ' Date: 3 - In -1 1 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Application No: _ Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: 3-2.%'70(J Date: rvovember zo15 ROW Use Drrveway.pdf REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 3 - (y -1 % ProjectName: llJu,, VtArn ve. Project Address: v 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. Print e o 0!ner enant Signat re o Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Prin Na of Gen. C ntractor SignatureC' 19e 2t,,p4trctor Gen. Contractor License # Oft & 5lev-6-00k Print Name of El. Contractor ignature of El. Contractor El. Contractor License # CALLED INTO: Progress Energy Florida Power and Light on _/ Rev. 02/ 10/ 15) LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 1-IS-1 $ 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: 3 $SS N t` rt 1 c Ycn r; ,/9- I rl: r-%r(A Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Wllets State License Number: CGC1522347 Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole The fig egoing instrument was acknowledged before me this 15day ofc-A'Uq), q200I, by Robert Willets who is e-fersonally known to me or who has produced as identification and who did (did not) take an oath. Shayne Mangel No NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 ys NCE 19 0 Expires 612112021 Rev. 08.12) AA 0,2101, Notary Public - State of _ Commission No. My Commission Expires: t IT_ CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S I1 9 Ui Job Address: Historic District: Yes No Parcel ID: 17-20-31-502-0000- 2tAio Wyndham Preserve Lot 2,o-T Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite.200 Resident of property? : No City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 Fax: 407-647-0700 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: .20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA E-mail: sives@mtilhemkulp.com Bonding Company: Address: NA Mortgage Lender: Address: NA WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR EMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: V Edition (2014) Florida Building Code Revised: June 30, 2015 -Pennit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there.may. be.additional permits required from other -governmental entities such as 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 Signature of Contractor/Agent Date Robert Willets Print Owner/Agent's Name Print Contractor/Agent's Name a*, -to-14SignatureofNotary -State of Florida Date Signatu o PV,0t-§W*fi6F f el 0 Date o NOTARY PUBLIC x ` !4 —STATE OF FLORIDA r Comm# GG113111 s't`CE 19 0 Expires 7Personally 1/2021 t Owner/Agent is Personally Known to Me or Contractor/Agent is Known to Me orProducedIDTypeofIDProducedIDTypeofID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures. of Heads Fire Alarm Permit: Yes No UTILITIES: Wly 34 _/9 WASTE WATER: l BUILDING: Revised: June 30,2015____.__. _ _. _ _._ —.—Permit Application . RECORD COPY FORM R405-2017 ' FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida. Departrh6ei 6f-,Br6er"triess Pffofessional Regulation - Res id'ential'er'fSrmaiice f W-5-d 0 uINcProjectName: Lot 207 1769 TL Builder Name: Ashton Woods Street: 3855 Night Heron Dr Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: # 1 8 _ 1 2 4 9 SANFORD Owner: -Sbgruo9 * Hormj Jurisdiction: Gq is OF"ARDesignLocation: FL, Sanford County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (2114.0 sqft.) 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 ft2 6. Conditioned floor area above grade (ft') 1769 b. NIA R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(161.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 353.8 a. U-Factor: Dbl, U=0.34 120.00 ft2 SHGC: SHGC=0.26 b. U-Factor: Dbl. U=0.58 41.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor. N/A ft2 SHGC: 13. Heating systems kBtuthr Efficiency d. U-Factor: N/A ft2 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 gallons 8. Floor Types (1769.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1769.00 ft' b. Conservation features b. NIA R= ft2 None c. N/A R= ft' 15. Credits Pstat Total Proposed Modified Loads: 53.06 Glass/Floor Area: 0.091 PASS Total Baseline Loads: 56.06 1 hereby certify that the plans and specifications covered by Review of the plans and txE sTgp this calculation are in compliance with the Florida Energy specifications covered by this 0, Code. calculation indicates compliance s+ with the Florida Energy Code. PREPARED BY: DATE: Before construction is completed this building will be inspected for compliance with Section 553.908 tr I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy de. COD WS OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 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 On for whole house. 11 '47._ 'C.` N i '7 a_ -- ' S _ r 1/17/2018.9:35 AM ; EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Building Ty"pe'. ""'flse t'r't++t Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 207 V69 TL_:,;,... Bedrooms: 3 c(dre s;Ty e:_ _ .f L t I formationt1ts;#rr nR 3s i ,l r Conditioned Area: 1769 R` ''FL II Total Stories: 1 Block/Subdivision: 1 Worst Case: No PlalBook: Ashton Woods Rotate Angle: 0 Street: 3855 Night Heron Dr Seminole County Cross Ventilation: No County: Seminole Whole House Fan: No City, State, Zip: Sanford , Single-family FL, 32773 New (From Plans) CLIMATE V Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 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 ft' __-- 0 0 1 ROOF V # Type Roof Gable Roof Materials 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 0.5 No 0 26.6 ATTIC V # 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 Type 1 Under Attic (Vented) Main 30 Blown 1769 ft' 0.1 Wood 1/17/2018 9:35 AM ' t EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 i 1 .. . FORM R405-2017 WALLS Adjacept , l.:: _ Cavity Width Height, '.;,. Sheathing Framing Solar Below Space FNrnti-Ir',•';Toa AwaLTypBt:u'4r,,d,•a-_ R-value Ft, , n' 16,r,a+ LR'!VA11jW1trnction Ahenr rfar1 1 N Exterior Concrete Block - Int Insul Main 4.1 75 3 9 4 702.3 ft' 0 0 0.6 0 2 E Exterior Concrete Block - Int Insul Main 4.1 18 6 9 4 172.7 R' 0 0 0.6 0 3 S Exterior Concrete Block - Int Insul Main 4.1 59 5 9 4 554.6 W 0 0 0.6 0 4 W Exterior Concrete Block - Int Insul Main 4.1 38 1 9 4 355.4 R' 0 0 0.6 0 5 E Garage Frame - Wood Main 13 35 3 9 4 329.0 ft' 0 0 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood Main None 39 3 6 10 20.5 ft' 2 E Wood Main None 39 2 10 6 10 19.4 ft' WINDOWS Orientation shown Is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.34 0.26 N 15.0 R' 1 ft 0 In 1 ft 0 in None None 2 e 2 Vinyl Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 1 R 0 in None None 3 s 3 Vinyl Low-E Double Yes 0.58 0.25 N 41.0 ft' 11 ft 10 in 1 ft 0 in None None 4 w 4 Vinyl Low-E Double Yes 0.34 0.26 N 45.0 ft' 1 ft 0 in 1 ft 0 in None None 5 W 4 Vinyl Low-E Double Yes 0.34 0.26 N 30.0 ft' 10 ft 0 in 1 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 410ft' 410W 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 Air Flow ' SHR Block Ducts 1 Central Unit Split SEER: 14 30 kBtu/hr 900 cfm , 0.75 1 sys#1 o .3 1/17/2018,9:35-AM 1 • . . - i EnergyGauge® USA-,FlaRes2017 Section R405'4.1 Compliant Software Page 3 of 4 FORM R405-2017 HOT WATER SYSTEM System Type I SubType Location EF Cap Use, SelPnt , Conservation 1 Electric 1Jone Garage P II I' a q• 0.95 50 gal Erb 9 gad 1"dj None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft' DUCTS Supply -- - V Return — Air CFM 25 CFM25 HVAC # 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: CoolingJan Feb ]Mar A r Ma [X] Jun X Jul X Se j Oct Nov Dec HeatinJan Feb X) Mar f Apr i JAU May [ ]Jun f Jul AuSep Oct Nov Dec Ventin Jan Feb [X Mar X A r May [) Jun ` Jul Aug Se Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 60 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 nmr. M 1/ 17/2018 9:35 AM EnergyGauge® USA - FlaRes2017 Section R405.4.4 Compliant Software Page 4 of 4 FORM, R405-2017 , EN-ERGY PERFORMANCE, LEVEL (EPL) D IS P LAY CARDA7 ESTIMATED ENERGY PERFORMANCE INDEX* = 95 The lower the EnergyPerformance Index, the more efficient the home. 3855 Night Heron Dr, Sanford, FL, 32773 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (1`11) 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: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. NIA 4 New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1785.00 ft' b. Frame - Wood, Adjacent R=13.0 329.00 ft' 1 c. N/A R= ft' 3 d. N/A R= ft3 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1769.00 ft' 1769 b. N/A R= ft° Area c. N/A R= ft' 120.00 ft' 11. Ducts R ft' a. Sup: Attic, Ret: Main, AH: Main 6 353.8 41.00 ft° 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 30.0 SEERA4.00 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: a (a,(Q Address of New Home: 3e>&S City/FL Zip: kBtu/hr Efficiency 30.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pstat y04g14E srg7 C4 0 moo WE Note: This is not a Building Energy Rating. If your Index is below 70, your home may quality for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 111/712018 9:35•AMr, c'"4,-• EnergyGaugeVUSA 1 FfaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 4r r;n'tsni 2017 -'AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA - TABLE 402.4. 1. 1, 1. ... \;AIR BARRIER AND INSULATION INSPECTI,OJI COIr.PN, N. CRITERIA Project Name: Lot 207 1769 TL Builder Name: Ashton Woods Street: 3855 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 walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door iambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity Insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation Installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of Floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fixtures Installed In the building thermal envelope Recessed light fixtures Installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs, be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls ' boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be isprtnRleis sealed.inamanner that isrecommendedibythe;manufacturer.--..—j.,rpn,om,4.A"r.....,.., P,,.-• ..,.Are,_.r i Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or cell4non- a. in eamuon, inspecuon or log walls snail De in accoroance wnn the provisions or tuc-auu. 1/ 17/2018 9:35 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE er•e:}u b.. FOR BUILDING -CONSTRUCTION = - ;,,•:--- Envelope Leakage Test Report Performance Method Project Name: Lot 207 1769 TL Builder Name: Ashton Woods Street: 3855 Night Heron Dr 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 closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, Intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in a1ccordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: 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), (9), 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. y0 •t HE STg7 flf'flf_ !' 1 3 ,`••cam 0 `0 f pD WF. DATE BUILDING OFFICIAL: oa cs . ,c :r.a , , c cc. :;;cam r.: {:,r •—.c,,:c,a: ir<<. 7 DATE ` u, z m,,j,,. rrer :hat fso:!u,,::a eC.._Z.:n•2nasu,: ai, ur.+_ _ , - c:arn a mar 1/17/2018 9:35 AM EnergyGarige® USA=FlaRes2017 - Section R405.4.1 Compliant Software '.-Page 1 'of 1, r FORM R405-20,17 Duct Leakage Test Report Performance Method FLORIDA ENERGYEFF.ICIE-NCY;CODE FOR BUILDING CO'N-,§t-IkUG-TION Form R405 Duct Leakage Test Report Performance Method y" 4 d Ls Project Name: Lot 207 1769 TL Builder Name: Ashton Woods Street: 3855 Night Heron Dr Permit Office: Seminole County City, Slate, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (Qn,out) FORMR405- 2017 Duct Leakaqe Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(0ut) 2 1 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 Qn, out)• Leakage Tested Qn (Out) must be less than or equal to the required Qn (Out). I certify the tested duct leakage to outside, Qn, is less than or equal to the proposed duct leakage Qn specifiedwon FORM R405-2017. SIGNATURE: PRINTED NAME: hest Rater DATE: 1 /17/2018 a. r "i:V"'. _ .Y•nL.N •,,.,.. _ Y'tf.:f .T: :r; ,• f.. . s aCl6w .. .. 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. BUILQING, OFFIGIAL:,,, DATE! 1/ 17/2018 9:35 AM. EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 I . o Project Summar '' U ` Wrightsoft Entire House Y i• r i Energy Air, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyair.com Web. vww.energyair.com For: Lot 207 1769 TL, Ashton Woods Homes 3855 Night Heron Dr, Sanford, FL 32773 Notes: Weather: Orlando Executive AP, FL, US Job: Ashton- Starlight rissoq, Date: 4/14/2017 Plan: 1769 $ Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 26 OF Design TD 18 OF Daily range L Relative humidity 50 % Moisture difference 44 gr/lb Heating Summary Structure 17937 Btuh Ducts 1477 Btuh Central vent (57 cfm) 1620 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 21034 Btuh Infiltration Method Construction quality Fireplaces Area (ft') Volume (ft3) Air changes/hour Equiv. AVF (cfm) Sensible Cooling Equipment Load Sizing Structure 16996 Btuh Ducts 1971 Btuh Central vent (57 cfm) 1105 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 20072 Btuh Simplified Latent Cooling Equipment Load Sizing Semi -tight 0 Structure 1931 Btuh Ducts 191 Btuh Central vent (57 cfm) 1697 Btuh He1756 Coolin 16375 16375 0.26 0.14 71 38 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO300000A AHRI ref 7835429 Outside air Equipment latent load 3819 Btuh Equipment Total Load (Sen+Lat) 23891 Btuh Req. total capacity at 0.75 SHR 2.2 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO300000A Coil FB4CNP030L AHRI ref 7835429 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER He Input Sensible cooling 21450 Btuh Heating output 28600 Btuh @ 47°F Latent cooling 7150 Btuh Temperature rise 29 OF Total cooling 28600 Btuh Actual air flow 899 cfm Actual air flow 899 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.047 cfm/Btuh 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 hold%italic values have1'been manually overriddeny _ )•j i•-,i:-7. Calculations approved by ACCA to meet all requirements of Manual,J 8th Ed. ; 5, l It1tSOft' i ' t 2018-Uin-17 09:34:48 Wr g Right -Suite® Universal 2017 17.0.28 RSU02534 Page 1 MCA ...t Specific\Wyndham Preserve\Lot 207 1769 TL.rup Calc = MJ8 Front Door faces. E wrightsoft• Manual ;S Com;pl1an' a Report Entire,House ' Energy Air, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone 407-886-3729 Email GRenner@energyaircom Web: www.energyair.com For: Lot 207 1769 TL, Ashton Woods Homes 3855 Night Heron Dr, Sanford, FL 32773 Design Conditions Job: Ashton- StarligNtBrisson;; Date: 14/1412017 By. Plan: 1769 S Outdoor design DB: 92.6°F Sensible gain: 20072 Btuh Entering coil DB: 76.2°F Outdoor design WB: 75.9°F Latent gain: 3819 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0OF Total gain: 23891 Btuh Indoor RH: 50% Estimated airflow: 899 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 20104 Btuh 100% of load Latent capacity: 6015 Btuh 158% of load Total capacity: 26119 Btuh 109% of load SHR: 77% Design Conditions Outdoor design DB: 44.2OF Heat loss: 21034 Btuh Entering coil DB: 68.3°F Indoor design DB: 70.0OF Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP 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 Backup equipment type: Elec strip , Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 5.6' kW 90% of load Temp: rise: 50 OF , r r r Meets all requirements of ACCA Manual S. t ,, ..' wrightSoft• ' Right-S' Uit,U,njversal 2017. ,17.0.28 RSU02534 ', • 2018-Jan.179:34 460Pagel ACCA ... t Specific\Wyndham Preserve\Lot 207 l769 TL.rup Calc :; MJ8 Front Door faces' E . i Job:. shtoq- Starlight Arisson wrightsoW. Duct.Sysferfi Summary , t t i v• .% Date: 11$/2017 t Entire. House BY: 1 I ` I Plan: 1769 S EnergyrAir, Inc ,.,_.v.air, inc 5401 Energy Air, Cl, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyair.com Web www.energya,r.com For: Lot 207 1769 TL, Ashton Woods Homes 3855 Night Heron Dr, Sanford, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.187 in/100ft 899 cfm Cooling 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.187 in/100ft 899 cfm 150 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl 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 47 0.197 5.0 OX 0 VIFx 22.1 120.0 st3 bed3 h 3562 165 129 0.187 8.0 OX 0 VIFx 34.5 115.0 st3 c12-A c 149 1 7 0.196 4.0 Ox 0 VIFx 23.0 120.0 st3 foyer h 1375 64 60 0.344 5.0 OX 0 VIFx 11.5 70.0 kit -din -faro c 2649 93 126 0.191 7.0 OX 0 VIFx 26.8 120.0 SO I kit-din-fam-A C 2649 93 126 0.195 7.0 OX 0 VIFX 23.9 120.0 stl kit-din-fam-B c 2649 93 126 0.351 6.0 OX 0 VIFx 4.8 75.0 lawn c 1013 20 48 0.356 4.0 OX 0 VIFx 8.7 70.0 m bath h 959 44 31 0.195 4.0 Ox0 VIFx 23.5 120.0 st2 m bed h 3461 160 144 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 cfm) . cfm) FR fpm) in) in) Material Trunk stl Peak AVF 186 251 0.191 568 9.0 0 x 0 VinlFlx st2 Peak AVF 259 206 0.193 586 9.0 0 x 0 VinlFlx st3 Peak AVF 277 208 0.187 627 9.0 0 x 0 VinlFlx Bold/italic values have been manually overridden 2018-Jan-17 09 34:46 t + W.rightsoft-l.'Right-Suite® Universa12017 17.0.28 RSU02534 I '.. t Pagel CA ...t Specific\Wyndham Preserve\L'ot 207 1769 TL:rup Celc = MJ8 F Front Door faces: E ri r, —, ame Grille Size (iri) '' t 1rfrE•tc m= Clq ,. TEL. i gftj'i Design r_ FR Veloc fpm) Dian in) H x W jin) r Q t g J t ji el ilfl ln) Duct Matl Trunk rb1 Ox0 899 899 0 0 0 0 Ox 0 VIFx 2018-Jan-17 09 34.46 wrightsoft' Right -Suite® Universal 2017 ,17.0.28' RSU02534 ( ! ; i• I Page 2 ACCia . A Specific\Wyndham'Preserve\Lot 207.1769 TL.rup Calc = MJ8 Front Door faces: E 091 erformedofiir•t Brisson _.-. Energy A irilnc- ScalePa98° 1- 10_ j,l.ot 207 1769 TL. t : 5401 Energy'Air,[Ct i Right-Suite®Universal 2017 3855 Night Heron Dr 17.0.26 RSU02534 t "Sanford; FL'32773 ' Orlando, FL 32810 2018.ian-17 09:35:00 Phone: 407-886-3729 ...ham Preserve\Lot 207 1769 TL.rup www.energyair.com GRenner@energyair.com i 1 1127 VTR I VTR Jul I. I I LAV I U I I I I I I WC SHWR. wm 1 K1T AUTa VENT T 1 112" VTR 2 n C7 co 2 1 ONe p N r.^^ TUB I 1 WC33. 3. CIO LAVZ1. PLAID 1769 PLUMBING RISER DIAGRAM f t v ' o.0 O zm N CL Oc o a, ma 0 W v 04 n m° U v c o v v m c , maw WYNDHAM .PRESERVE - LOT 207 PLOT PLAN 8 DIMENSION NOTE. - Proposed building dimensions shown hereon are of the exterior. WYNDHAM PRESERVE LOT 90 LOT 208 LOT 191 N89'43'037' 115.00' NORM BOUNDARY UNE OF LOT 48 w.. i 86.0 rvAAV N PROPOSED 1 STORY RESIDENCE LOT 192 LOT 207 3855 NIGHT HERON DRIVE AREA = c3 1769 HAWKING 6,900 S.F. t Qa ELEVATION'- T U 9.3 GARAGE - LEFT ri FFE= 24.4 O LOT 193 LOT AREA CALCULATIONS LOT_, = 6,900 SQ.FT. LMNG AREA=. 1,769 SQ.FT. GARAGE = 410 SQ.FT. ENTRY = 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.FT. OFF LOT AREA CALCULATIONS R/W = 1,500 SQ.FT. APRON 114 SQ.FT. SIDEWALK 300 SQ.FT. SOD 246 SQ.FT. TOTAL AREA AREA 8,400 SQ..-- DRIVEWAY = 646 SQ.FT. SIDEWALK = 340 SQ.FT. SOD = 4,234 SQ.FT. 13.3 PORCH I I I I I t I I I I I 1 I 1 i 8JZWZONIDATE' _ Ok to construct single family home with setbacks and impervious area shown on plan. 4z. zolo "Mp. CrL O a n 0 LL O v 25.0' I WALK PROPOSED+I Z DRIVEWAY I Z 23.7' I p ----- A/C I r; PAD I yo 115. 00' ' S89'43'030W I LOT 206 I I I BUILDING LAYOUT NOTE: Contractor and owner are to ,verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at users sole risk. r `Y"' u"9"' LEGEND:ADUSSD—Access DminaL13—Licensed, usiness / ge/Utilitlq/Sidewalk BFP—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 FFE—Finish Floor Elevation D. .—Deed Book Water Meter O.R.—Official Records Book D4—Water Valve P.B.—Plat Book YI—Fire Hydrant Pg.—Page T RC® —Reclaimed Water Meter Elev. —Elevatioh RCD4—Reclaimed Water Valve Conc. —Concrete Cable Box BP —Brick Paver m—Telephone Box SW —Sidewalk El —Electric Box FFE—Finished' Floor Elevation O—Utility Pole CI —Curb Inlet Guy Pole GTI —Grate Top Inlet Light Pole P.U.E.—Public Utility Easement Guy Anchor RCP —Reinforced Conc. Pipe OU--Overhead Utilities PVC —Polyvinyl Chloride O—Storm Sewer Manhole NCS —No Comer Set (Falls in Water) G—Sanitary Sewer Manhole SF —Square Feet 06YO —pectic Handhole D.U.E.—Dminage/Utility Easement COO —Clean Out FMGD—MAG NAIL d: DISK CYC4—Irrigation Control Valve P.K. —Parker Kolon Nail I' —Sign SIR —Set 1 /2' Iron Rod L87768 WM—Gate Water Valve SPKD —Set P.K. do Disk L87768 Gas Meter FIR —Found -1/2" Iron Rod LB7768 4•r1`—Existing Grade FlP —Found )1 /2' Iron Pipe LB7768 0 —Blow—off Valve FPKD —Found -P.K. Nail do Disk L87768 ----Drainage Flow Direction FCM-Found Xx4' Concrete u..w...wGM Oa\I 1 C"- c..—'- 0, —Proposed Design Grade Vescriplion I Date I Dwn.ICk'd I P.C.IOrder No. SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPolnt Surveying, Inc. at the time of this plot plan. 2. Roads, walla, 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 'WYNDHAM PRESERVE, City of Sanford Seminole County, Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) o• ,001EL J 7 5 1 Jry Ohr Permittinj 6)'AI X) lbmes D. LeJnec,>1,;• I 6915ORIDAPROFESSIONALSURVI_YOR do MAPPER NO. _ . ... NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL rltn in J Vf N o v> O% o z Ofa. 0 T. ri poi c 1 .0' A Q o z 0 INpoo: amto u, U` z z X w ID z w7 U a a Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE', City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side =.7.5' PREPARED FOR: ASHTON WOODS FLOOD ZONE. - The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone 'X" DESCRIPTION: LOT 207, according to the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida, 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: (321) 270-0440 Fax: (813) 248-2266 Licensed Business No. LB 7768 GeoPoinntt._-_._-.__ Surveying, Inc. Drawn: JE I Checked: JDL I P.C.: Data FlIe:9rb=nEmd-Plat Date: 01 /20/18 Dwg:B,bonEdd-LclXr Order No.: A SEC. 17 — TWN.20 S. — RNG. 31 E. Field Bk. J RECORD COPY 1 ,Felt: 1NA%L-. PALM ER v c ELECT-RIC Starlight Homes Seminole 1769 Hawking LOAD CALCULATION May 26, 2017 1. IIVAC LOADS (NEC 2011 - 220.82(C)(3) - (4)I ZONE COMPRESSOR SIZE 1 3.00 TON 2 TON 3 TON 4 TON 5 TON CONNECTED LOAD 5 40 KVA ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 7.00 KVA 0.67 7.67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS TOTAL LOAD FOR COMPRESOR a 100% TOTAL LOAD FOR AIR HANDLER n 65% TOTAL HVAC DEMAND LOAD IL GENERAL LOADS (NEC 2011 - 220.82(B)(1)- (4)) LIGHTING 1769 Sq Ft @ 3VA/Sq Ft I LAUNDRY CIRCUIT (t I DRYER CIRCUIT SPN _ 0 STACK WASHER/DRYER I WATER HEATER (1) EPAR/ 0 WATER HEATER (2) 1 DISHWASHER l DISPOSAL(I) 0 DISPOSAL(2) 0 RANGE/OVEN (1) I RANGE/OVEN (2) COOKTOP CIRCUIT SUMMER KITCHEN/JENAIR GAS I MICROWAVE CIRCUIT 0 JACUZZI TUB CIRCUIT 0 40 AMP CAR CHARGER 30AMP POOL CIRCUIT 60AMP POOL CIRCUIT 0 80AMP POOL CIRCUIT CONNECTED LOAD (GENERAL LOADS) IST 10 KVA (GENERAL LOADS) @ 100% REMAINDER (GENERAL LOADS) @ 40% SUB -TOTAL (GENERAL LOADS) (NEC 2011 - 220.82(B)l HVAC LOADS GENERAL LOADS TOTAL DEMAND LOAD (NEC 2011 - 220.82(A)l MINIMUM SERVICE SIZE 13.07 KVA 5.40 KVA 4.99 KVA 10 39 KVA 5.31 KVA VALUE TOTAL KVA 1.50 3.00 KVA 1.50 1.50 KVA 5.00 5.00 KVA 5.00 4.50 4.50 KVA 4.50 1.20 1.20 KVA 0.80 0.80 KVA 0.80 7.20 12.00 12.00 KVA 7.20 1.50 2.50 2.50 KVA 4.80 9.60 7.20 14.40 19.20 35.81' KVA 10.00 KVA 10.32: KVA 20.32 KVA 10.39 KVA 20.32 • KVA 30.71' KVA 127.95 AMPS I RECOMMENDED SERVICE 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: WP0207 - WP0207 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Starlight Homes Project Name: WP0207 Model: 1769 Tampa, FL 33610 4115 Lot/Block: 207 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: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 23 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name I Date I No. Seal# I Truss Name Date 1 IT12986427JAl 1 1/17/18 118 1 T12986444 1 D1 1/17/18 12 I T12986428 I A2 1 1/17/18 119 1 T12986445 1 D2 1/17/18 13 I T12986429 I A3 1 1/17/18 120 1 T1 2986446 1 E1 1/17/18 14 1 T1 2986430 1 A4 1 1/17/18 121 1 T12986447 1 EJ3 1/17/18 15 1 T12986431 1 A5 1 1/17/18 122 I T12986448 J EJ5 1/17/18 6 IT12986432IA6 1/17/18 123 1 T12986449 1 EJ7 1/17/18 7 IT12986433IA6B 1/17/18 1 \LDfNc1IZ. 1 SAV1q:ORD 1 1 R1 1 , 2 4 9 18 I T12986434 1 A76 11/17/18 19 1T129864351 B1 1 1/17/18 110 IT129864361 BJ1 1 1/17/18 Ill JT129864371 BJ3 1 1/17/18 112 IT129864381 BJ5 1 1/17/18 113 1 T12986439 C1 1 1/17/18 114 1 T129864401 C2 1 1/17/18 15 1 T1 29864411 CJ3 1 1/1 7/18 16 1 T12986442 1 CJ5 1 1/17/18 117 1 T12986443 1 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. 1. 0 • E 0 80 ' S AT OF '.44/ OR Thomas A. Marl PE No.39380 Mfrek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 17,2018 Albani, Thomas I of 1 Job Truss Truss Type Oty Ply WP0207 T12986427 WP0207 At ' Common 11 1 Job Reference optional) Builders FirstSource, Tampa. Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:02 2018 Page 1 ID:rfytRhmERah3zfiORgKYR9zPCPY-101 DYtkgIFS6S?00wk7r5iZSBtJ?QJgZOBxtEczuRDZ i•0-Q 6-0.7 12-7.1 19.0.0 25.4.15 _,_ 31.11-9 38-0-0 g9.0.0 o-o s•o-7 6.6.10 6-4-15 6-4-1s 6-6-10 6-0-7 y-o•o 3x8 = 9-2-14 5x6 = 5.00 12 6 19 3x4 = 4x6 = 3x8 = 4x6 = 3x4 = Scale = 1:66.3 3x8 = Ig LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Ven(LL) 0.26 12-14 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) 0.54 14-16 >835 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.13 10 rVa rVa BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 186 lb FT = 20% 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 2x4 SP No.3 REACTIONS. (lb/size) 2=145310-8-0, 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=-6967710, 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: ASIDE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=151t; Cat. 11; Exp C: Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0.0 to 5-0-0, Extedor(2) 5-0-0 to 19-0-0, Corner(3) 19-0-0 to 25-0-0 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) This truss has been designed fora 10.0 psi bottom chord live load nonconcufrent With any other live loads. 4) ' 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, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 389 lb uplift at Joint 2 and 389 lb uplift at joint 10. Q WARNING - Vortly dortgn peramotom and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mf1-7473 rov. 10N3,2015 BEFORE USE. Design valld for use only with MilekO connectors. INs design Is based only upon paramelets shown. and Is for an Individual building component, not a Iruss system. Before, tse, the building designer rnrrsl verity the a13M1cab ility of design Ixrarneters and properly Incotpoialo this design Into the overall btAldirtg design. Bracing Indicated Is to buckllrsg of Individual tnss web and/or chord members oNy. Addltbnal temporary and permanent tracing M iTek' prevent IS always regrdied for stablllty and to prevent collapse with possible personal Iniury and rxopetly damage. For general guidance iegaiding the 6904 Parke East Blvdfabrication, storage• delivery, erection and bracing of Inraes and truss systems, seeANSI/TPI I Quality Criteria. DS8.89 and SCSI Bullding Component Tampa. FL 3300SafetyInformationavdlablefromtrussPlateInstltuto. 218 N. Lee Street. Suite 312, Alexandria. VA 22314 Job Truss Truss Type City Ply WP0207 T12986428 W P0207 A2 Hip 2 1 Job Reference (optional) uumers rirsibource, i ampa, pupa t uy, r-wnaa 33000 o..ate a ..V .a c.. r . ID:rtytRhmERah3zflQRgKYR9zPCPY-mabbmDIJUZaz49bcTRe4ex6gBHfE9q ogQm2z 1i 5. 6.. 0 161-6-10 1570-0 1-000 26.5.E 2.6.90 38-0.0 .0- 65 I 3p 0-9 5.5-6 5-6.0 Scale = 1: 68.8 5.00 12 5x6 = 5x6 = 6 7 1.5x8 STP= 10 " 16 15 1.5x8 STP= 3x8 = 3x4 = 4x6 = 3x4 = 3x4 = 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. 62 BC 0. 97 WB 0. 68 Matrix-SH DEFL. Verl( LL) Vert(CT) Horz(CT) in (loc) Well Ud 0.49 13.15 >915 240 0.81 13-15 >554 180 0.14 11 n/a n/a PLATES GRIP MT20 244/ 190 Weight: 189 lb FT = 20%, LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 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) 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, B-1 3=-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=15ft; Cat. II; Exp C; Encl., GCpi=0. 18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5-0-0 to 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 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, 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 377 lb uplift at joint 11. Q WARNING - Verity design perimeters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE 11,111.7473 rov. IOM312015 BEFORE USE. Design vatkl lot use only with Mliek0 conneclors 8ils design is based only upon parameters shown. and Is for an Individual building component, not a Inrss syslern. Before use. the building designat must verity the applicability of design parametets and properly Incorporate this design Into the overall building design. Bracing Indicated Is to pxevent buckling of Indlvkktal truss web anal/or chord members only. Addillonal temporary and permanent bracing M iTek' Is always required for stablllty and to prevent collapse with possible personal hippy and paop arty damage. For genetal guidance regarding the 6904 Parke East Blvd falrlcation. storage. delivery, erection and bracing of innses and truss systerns, soc-ANSI/1PI1 Quality Criteria, DSa.89 and SCSI Building Component Tampa. FL 33610 Safety informationavailableItemTrussPlateInstitute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Job Truss Truss Type Oty Ply WP0207 A3 Hip 2 1b P0207T12986429 Reference (optional) Builders FlrstSource, Tampa, Plant City, Florida 33566 8.130 s 5ep 15 20l / M11 ek Industries, Inc. Wed Jan i 113:3d:uv zui s rage 1 ID:rtytRhmERah3zfiORgKYR9zPCPY-En9zzZmxFsighJAp199JABfmlh2luNessSO JUzuRDX 11-0-9 7-.11 15-0-0 23-0-0 , 30-7-5 38-0-0 39-0- 0 7-44. 11 7-7-5 8-0-0 7-7-5 7-4-11 1-D-0 g 500 F12 5xB = 5x6 = Scale = 1:68.8 1. 5x8 STP = 16 14 - 13 - 11 1.axu b t r = 4x6 = 2x4 11 4x6 3x4 = 3x8 = 4x6 = 2x4 11 4x6 = g LOADING ( PSI) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.95 Vert(LL) 0.22 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) 0.43 13-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.15 9 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 185 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 'Except' TOP CHORD Structural wood sheathing directly applied. 5- 6: 2x4 SP No.I BOT CHORD Rigid ceiling directly applied or 4-1-6 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 3-14, 5-13, 8-13 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) 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=0/314, 3-14=-718(668, 5-14=-198/502, 6-13=-190/502, 8-13=-717/669, 8-11=0/313 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.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpl-- 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 & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 2 and 363lb uplift at joint 9. 0 WARNING - V rffy doslpn ParaM eni,.d READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M114173 rov. YaG12015 BEFORE USE. Design valid for use only with Ivillek® connectors. This design is basc-d only upon I"amelers shown. arid Is for an Individual IxIDdIng cornponenl, not a truss system Before trse, the building designer must verity the alxxlcability of design paameters and Properly Incorporate this design Into the overall building design. Bractrlg Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional fornporary and p L manonl bracing WOW Is always regtdred for slaMlity and to prevent collapse wllh possible personal 6nluay and property damage. For general guidance rega ding the fabukation. storage, delivery, erection aril bracing of trusses and inrs systems, soeANSI/FPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information avallabte from Truss Rate Institute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tempe, FL 33610 Job Truss Truss Type I Oty Ply W P0207 T12986430 W P0207 A4 Hip 2 1 Job Reference (option al tswlaers rtrsmource, tampa, rianr t,ey, rronua oa000 .1, --. _— -. x. - ID:rfytRhmERah3zfiORqKYR9zPCPY-izlLAmZOAghJSI?bsgYiMBzrSNldgC?469XuR DW 11-0-0 7-0-1 13.0.0 19-0-0 25-0-0 I 30-11.15 38.0.0 Q9.0-Q 7.0.1 5.11-15 6-0-0 6-0-0 5-11.15 N— T•0.0 5x6 2x4 Ij 5x6 = 5 c Scale = 1 ,67.6 1.Sx8 STP= 12 b.Sxb 51 r= 4x6 = 30 = 3x6 = 3x8 = 3x6 = 3x4 = 4x6 = 15 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 FBC2017lrP12014 CSI. TC 0.80 BC 0.84 WB 0.25 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) I In (loc) Well Ud 0.27 12-14 >999 240 0.51 12-14 >884 180 0.13 8 n/a rVa PLATES GRIP MT20 244/190 Weight: 180 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.7-0 oc purlins. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 4-8-2 oc bracing. 11-13: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1453/0-8-0, 8=1453/08-0 Max Horz 2= 81(LC 13) Max Uplift 2=-359(LC 8), 8=-359(LC 9) 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=-152212601 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; Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, 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 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 38-0 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 359 lb uplift at joint 2 and 359 lb uplift at joint 8. WARNING- Vorfly dodgn p"mofm and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MD-7473 rev. laawolS BEFORE USE. Design valid for use only with Milek®connectots. 11%design Is based only upon paramelers shown, and Is for an Individual building component. not a buss system. Before use, the building designee must vedfy the ap licaW Ily of design parameleis and poperly Incorporate this design Into the overall b dlding design. Bracing Indicated Is to Luckling of Individual truss web aril/or chord members only. Additional temporary and permanent bracing MiTek' prevent is always recludrod for stability and to pevont collapse with possible personal Inlay and poperty damage. for general guidance yoga fling the 6904 Parke East Blvd. labricatton. storage. delivery. erection and bracing of trusses and truss systems, seeANSI/1PI1 Quality Criteria. DSB-ag and SCSI Building Component Tompa, Fl- 33610SafetyInformationavallabslehornbussPlateInstitute. 218 N. Lee Sheol, Suite 312. Alexandda. VA 22314 Job Truss Truss Type Oty Ply WP0207 A5 Hip 2 1b 130207T12986431 Reference (optional) Liufaers rlrslOOUrce, I ampa, tram VIry, t-ionaa 33bbb a. 1 Ju b aep IJ CV I IVII I tlR IIIV Vbllltlb, II16. VYtlU Jtlll I IJ.Jo.w CV to ray. I I D:"RhmE Rah3zIiORgKYR9zPCPY•A9GkOEnBnUyYxcKB9aCnFZk7G Uk_M Bo9Jmv5N NZUR DV 1.0.0 5-2-3 11-0-0 19-0-0 27-0-0 _ 32-9-13 38-0-0 39-0-0 0• 5-2-3 5-9.13 8-0-0 8-0-0 S-9-13 5-2-3 ti-0-d Scale = 1:67 6 Sx8 = 2x4 II Sx8 = 5.00 F-2- 4 5 6 1.5x8 STIR 16 15 — 13 " 11 10 1.5x8 STP= 3xB = 2x4 II 3x6 3x8 = 3x4 = 2x4 11 3x8 = 3x4 = 34 = 5.2-3 32-9-13 Ig ti LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.89 BC 0.78 WB 0.62 Matnx-SH DEFL. in (loc) Vdefl Ud Vert(LL) 0.25 13 >999 240 Verl(CT) -0.48 11-13 >925 180 Horz(CT) 0.15 8 rVa n/a PLATES GRIP MT20 244/190 Weight: 188 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-5-9 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 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=-393/775, 5-13=-493/424, 6-13=-393r/75, 6-11=-134/391. 7-1 1=-420/496 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=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-2-3, Exterior(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 & 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 toad 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 379 lb uplift at joint 2 and 379 lb uplift at joint 8. ' WARNING . Vorf/y doslyn pernmetars end READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII.7473 rov. 10)03 IS BEFORE USE. Design volld for use only withMnek®conne-clors. This design Is based ondy upon pruamefers shown. and B for an InclMchral buliding component, not a truss systern. Before ruse, the building designer must verily Ile applicability of design porarneters and propody Incorporate this design Into the overall txdldhg design. Bracing Indicated Is to prevent buckling of Individual Truss web and/or chord members only Additional temporary and plermanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Infury and property damage. For general guidance regarding the 6904 Parke Easl Blvd. labricallomstorage, delivery, erecllon and brocing of trusses and Inrss systems, seeANSI/TPI I Quality Crlterla, DSB-89 and BCSI Building Component Tampa, FL 33610 SafetyInformationavailablefromTrussPlateInstitute, 218 N. Lee Street, Sulbe 312. Alexandria. VA 22314. Job Truss Truss Type Oty Ply WP0207 A6 Hip 1 1b P0207T12986432 Reference o tional Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 1b 20i r Mi r ex mausares, inc. Wed Jan r r 13.38.vi cv ro rage 1 I D:rfytR hmERah3zfiORgKYR9zPC PY-eMg6baopYn4OYmuOi HjoonG LVu3k5iNIYOeevpzu RDU 1.0• 5.8.11 9-0-0 15.8.0 22.4-0 29.0.0 32-3-5 38.0.0 9.0• 1-0- 5.8-11 3-3.5 6.8-0 6.8-0 6-8-0 3-3-5 5.8.11 -D• 5.00 12 5x6 = 4x6 = 3x4 = 3x4 = 5x6 = 4 5 6 7 8 Scale = 1 67.6 1.5x8 STP = 16 15 14 13 12 1.bx8 5 r r = 3x8 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.t WEBS 2x4 SP No.3 3x8 = SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017,rrP12014 REACTIONS. (lb/size) 2=1453/0-8-0, 10=1453/0-8-0 Max Horz 2=58(LC 16) Max Uplift 2=-399(LC 8), 10=-399(LC 9) 46 = 3x4 = 4x6 = 3x8 3x8 = CSI. DEFL. in loc) Well Ud PLATES GRIP TC 0.66 Vert(LL) -0.30 14 >999 240 MT20 244/190 BC 0.81 Verl(CT)-0.6212-14 728 180 W B 0.34 HOrz(CT) 0.16 10 rVa rVa Matrix-SH Weight: 177 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2.9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-7-5 oc bracing. WEBS 1 Row at midpt 5-16, 7-12 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=-10251616, 5-14=0/262, 7-14=0/262, 7-12=-1025/615, 8-12=-440/779, 9-12=-185/356 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5-0-0 to 39-0-0 zone;C-C for members and forces & MW FRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.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.' WARNING • Verily design pammofors and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Ma-7473 rev. fa4 IWIS BEFORE USE. Design will for use orgy with Mllek®conneclois. Bnk design Is basedonly upon p atometers shown. and Is for an individual bxuilding Component, not a truss system. Before use. the bxAld1W designer must verify the aplAlcahlllly of design pxlrameters, and pxoperly kncoi orate this design Into the overall building design. Bracing Indicated Is to lxevent bxickting of Individual truss web and/or chord members only. Addltionat lemlorary and permanent bracing WOW Is always rectulred for stability and to revent collapse with possible personal k*jry and lxoperly damage. For general guidance regarding the fob ficatlon, storage, delivery. erection and bracing of trusses and truss systerns. seoANSI/TPI I Quality Cdlefla, DSB-a9 and BCSI Burlding Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute. 218 N. Lee Sheet. Suite 312, Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply T12986433 W P0207 A6B Hip 1 1b P0207 Reference (optional) uuuoers rustaource, I amps, Fiani t iry, r-ionaa a0000 o. . N-y- I D:rtytRhmE Rah3zf IORgKYR9zPC PY-7YOUpwpRJ5C FAwTaG_EF L_pXUI RTg7uSm4OBSGzuRDT 1-0- 5.8-11 8-0-0 15.9.3 22.2.13 28-8-8 29 -0 32-3-5 38-0-0 9-0- 0- 5 8-11 3-3-5 6 8.3 6-5-11 6 5 11 0 3-8 3-3-5 5-8-11 1-0 Scale = 1:67.6 5x8 = 5x8 = 5 00 12 4 3x4 = 3x6 = 3x4 = 8567 tod 1.5x8 STP = 19 1817 16 15 1413 12 1.axa a I f- 3x8 — 3x4 1.5x8 STP= 3x4 = 1 5x8 STP= 3x4 = 3x8 = 3x6 = 3x6 = 6x8 = 6k8 = LOADING (pst) 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/fP12014 CSI. TC 0.58 BC 0.65 WB 0.45 Matrfx-SH DEFL. in Vert(LL) -0.14 Vert(CT) -0.29 Horz(CT) 0.02 loc) I/defl Ud 2-19 >999 240 2-19 >499 180 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 184lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-9 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 REACTIONS. All bearings 0-8-0. lb) - Max Harz 2=-58(LC 13) Max Uplift All uplift 100 lb 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 lb 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=-902/738 BOT CHORD 17-19= 145/306, 15-16=-113/375, 14-15=-113/375, 12-14=-219/582, 10-12=-509/787 WEBS 3-19=-299/421, 4-19=-201/363, 8-12=-239/43B, 9-12=-265/397, 4-17=-817/564, 5-17=-883/634, 5-16_ 196/382, 7-16=-2721292, 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=4.2psf: BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi-0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5-0-0 to 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 nonconctrrrent 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 lb uplift at joint 10, 410 lb uplift at joint 17 and 131 lb uplift at joint 15 U WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI7-7473 rov. IaV3201S BEFORE USE. Design vatM for use only with Mllek6 connectors. this design Is fuss[-d only upon pmameters shown. and Is for on Individual IwYtling component. not a Inns system. Before use, the building designer must verify the apdicabAlty of design parameters and properly Inconporafe this design Inlo the overall txAding design Bracing Indicated Is to prevent Ixfcktlrlg of Individual truss web and/of chord rnernbers only. Additional temporary and permanent boclng M iTek' is always noqulred for stability and to prevent collcyne with poss"a personal trljray and rxoporty damage For general guidance regarding the 6904 Parke East Blvd. fabricallon, storage. delivery, efecllon and buacing of husses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Componenl Tampa, FL 33610SafetyInformationavdlabtefromInnsPlateInstitute. 218 N. Lee Street, Suite 312. AlexandrW, VA 22314. Job Truss Truss Type Oty Ply WP0207 A713 Hip Girder 1 1b P0207T12986434 Reference(optional nuimuts rnstouwce, i umpa, rmni .,uy, ...... ..--- I D:rfytRhmE Rah3zfi0RgKYR9zPC PY-3xW EEcgigi SzPEdy0PGjQPun666gl2P1 EOtI W BzuR DR 1 0 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 39-0-Q 1.0-0 3.4.2 3-7-14 6.0-14 5-11-2 5-11-2 60-14 3-7-14 3-4.2 00 5 00 Fi2 5x8 = 3x4 = 5x6 = 3x4 = 5x8 4 19 20 5 21 22 6 23 24 7 25 26 8 PPENopp' i qqqq mimi 2x4 L: J ILIJ 1.5x8STP= 18 27 28 17 t6 29 30 3x6 = 3x4 = 1.5x8 STP= 3x6 = 6x8 = 15 31 32 14 13 33 34 12 3x8 — 1.5x8STP= 3x4 = 3x6 = 6x8 = Scale = 1:67.6 11 1.5x8 STP = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Veri(LL) -0.05 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 0.45 Horz(CT) 0.03 10 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Malrix-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 purlins. 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 lb) - 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 Ito 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=-10311375, 9-1 0=-1 195/446 BOT CHORD 2-18=-393/1057, 16-18= 292/954, 15-16=-528/226, 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, 5-15=-316/990, 6-15— 590/367 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind. ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psF BCDL=3.Opsf; h=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 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 243 lb uplift at joint 2, 248 lb uplift at joint 10, 754 lb uplift at joint 14 and 738lb 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 Ito 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 Ito 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 of the truss are noted as front (F) or back (B). QMHUMU WARNING- Verily design paramoters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MII.7473 nw. 10I0M15 BEFORE USE. Design valld for use only with Mllek®connoctots. lhts design Is based only upon parameters shown. and Is for an Individual building comporlent. not a truss system. Belore use, the btAlding designer must verity the applkubUity of design parameters and property Incorpoiate this design Into the overall 1xAlding design. Bracing Indicated Is to piovent btickling of In dMdual Iris web and/or chard members only Additional lemporary and peimalent tracing M iTe k' Is always iegtAred for slabillty and to prevent collapse with possible personal Irytuy and properly damage. For general gukJatce regarding the fatxk: ation, storage, delivery. erection and tracing of trusses and tniss systems, seeANSI/1PI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from buss Plate Institute, 218 N. Lee Street. Suite 312, Nexandrla, VA 22314. Tompa, FL 33610 Job Truss Truss Type Qty Ply WP0207 A7B Hip Girder 1 1b P0207T12986434 Reference (optional) Builders FirstSource, Tampa, Plant Gity, Honda 33566 a.l au s Sep to 2017 mr r ek mausmes, mu. vveu .,dn i r i o-o. ry cv i o r-aye c ID-rtytRhmERah3zliORgKYR9zPCPY-3xW EEcgigiSzPEdyOPGtQPun666ql2PIEOtIW8zuRDR 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(B) 8=-105(B) 18=-429(B) 12=-429(B) 16=-58(B) 7=-105(B) 5=-105(B) 15=-58(B) 6=-105(B) 19=-105(B) 20=-105(B) 21=-105(B) 22=-105(B) 23=-105(B) 24=-105(B)25=-105(B) 26=-105(B) 27=-58(B)28= 58(B)29=-58(B) 30=-58(B) 31=-58(B) 32=-58(B) 33=-58(B) 34=-58(B) WARNING - Verily d"Ign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M167473 rev. I0iV MIS BEFORE USE. Design vaiid for use only with Mllek® connectors this design Is based only upon parameters shown, and Is for an Individual building component, not a Imss system. Before use. Iho txdldIng designer rnttst verify the applicability of design Ixnarnelers and property Incorporate this design Into the overall Bracing Indicated Is to trickling IndivIdUat inrss web and/or chord members only. Additional temporary and permanent bracing MiTek' building design. prevent of Is always required tot stability and to prevent collapse with possible personal Inlury and property damage For general grrldarlce regarding the 6904 Parke East Blvd. fabrication, storage. delivery, erection and bracing of fmsses and truss systems. seeANSI/TPI1 Quality Criteria. DSB-89 and BCSI building Component Tanga. FL 33610SalaryInformationavailablefrom1ir153PlateInstitute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply WP0207 81 Roof Special Girder 1 nG P0207T12986435 b Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38.12 2018 Page 1 ID-rfylRhmERah3zfiORgKYR9zPCPY-?Je?elsyMKihfXnLVgIBVq_9MvoYmwV 1 hhMPbl zuRDP 1.0.0 7.1-8 9-4-0 11-8-0 , 17.11-9 24-4-15 _ 31-0-0 38.0.0 a9-0.9 0-0 7-1-8 2.2.8 2.4-0 6-3-9 6-5-5 6-7-1 7-00 5x6 = 5.00 12 5x6 = I2x4 4 5 2x4 II I N 3x4 = 3x6 = 5x8 = Scale = 1:70.1 1.Sx8 STP = 17 16 15 24 25 26 14 1327 28 29 12 1.5x8 STP = 3x6 = 3x8 = 4x6 = LOADING (psi) SPACING- 2-0.0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017fTP12014 LUMBER - TOP CHORD 2x4 SP No.2 'Except' 7-9: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 'Except' 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) 3x8 = 15 3x6 = 3x4 = 2x4 It 3x6 = CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.85 Vert(ILL) -0.38 14-15 >999 240 MT20 244/190 BC 0.77 Vert(CT) -0.71 14-15 >629 180 W B 0.54 Horz(CT) 0.15 10 rVa rVa Matrix-SH Weight: 353 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing, Except: 8-11-11 oc bracing: 14-15. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4018/1178, 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=-105l712, 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 1 Od (0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 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 it 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; MWFRS (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 five loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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 24-11.4, 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 18-11-4, 81 Ito 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 Ito down at 28-11-4, and 429 lb down and 182 Ito up at 30-11-4 on bottom chord. The design/selection of such connection s o s'bili of others. WARNING . Verily design puromoton: •nd READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MU-7473 rov. f aMIX2015 BEFORE USE. Design vaikt for use only w ilh Milek® connectors. this design Is based only upon p mameters shown, and Mar an tr dividual bu ilding component, not Etatrusssystem. Before rise. Ina building designer mtrst verity the applkability, of design parameters and property Incorporate this design Into the overall building design Bracing Indicafed Is to buckling of Individual truss web and/or chord members only. Adaillonal lemporary and permanent bracing MiTek' prevent is always reclu4rod for slablllly, and to prevent collapse with possibe personal klhdy and roperty damage. For general guidance regarding the 6904 Perk& East Blvdfabrication. storage, delivery. erection and bracing of trusses and Imss systems, soeANSI/TPI i Quality Criteria, DSB-89 and SCSI Building Component Tampa. FL 33610SafetyInformationavailablefromtrussPlateInstitute. 218 N. Lee Street. State 312. Alexandria, VA 22314. Job Truss Truss Type Oty 1 Ply W P0207 T12986435 WP0207 B1 ' Roof Special Girder 1 nL Job Reference (optional) Builders FIrstSource, Tampa, Plant Gity, Florida 33bbb a. 1 au 5 aep 10 zu 1 r ivu !UK elaustneb, nrc. vvau ddn i r 10.00. 14 cur 10 rdyn c I D:rfytRhmERah3zfiORgKYR9zPCPY-?Je?elsyMKihfXnLVgIBVq_9MvoYmwV 1 hhMPb 1 zuRDP LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-54, 5.9_ 54, 9-11=-54, 2-10— 20 Concentrated Loads (Ib) 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) WARNING - Verity design parameters end READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MI1-7473 rov. f0A13)2015 BEFORE USE. Design vaild lot use only with Mtlek® connectors. Itds design Is 1x wd only upon parameters shown. and Is lot an Individual building component. not a fnrss system. Before tne. the buildIng designer must verlty the applicablilty, of design parameters and pxopeny Incorporate Ihts design Into the overall design Oacing Indicated Is to Lxrckling Individual Inrss web and/or chord members only Additional temporary and permanent bxacing MbtAldingpreventof Is always required lot stability and to pxevenl collapse with possllAo personal htluay and property damage. ror general guidance iegaiding the iTek' 6904 Parke East Blvdlabficalbn. storage. delivery. erection cmcf txacing of busses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component Tempe. FL 33610SafetyInformationavallatNefromTrussPlateInstitute, 218 N. Lee Street. Sulte 312. AJexarKirla, VA 22314. Job Truss Truss Type Oty Ply WP0207 BJ1 Jack -Open 12 1b 130207T12986436 Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.13u s 6ep 15 2017 Mi I ex industries, Inc. Wed Jan 17 t 3:38. t o 2018 rage I ID:rf 4RhmERah3zfiORgKYRgzPCPY-TWBNseta7dgYGhMX3YgO22WUOJIeVV8BwL5y7TzuRDO 1.0.0 1-0-0 1.0.0 1-0.0 2x4 = 1.5x8 STP = 1.0.0 Scale = 1:6.5 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(ILL) -0.00 2 >999 240 MT20 244/190 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 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 3=-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 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psl; BCDL=3.Opsf, h=1511; 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 girder(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. WARNING - Vedly dodgn paramoton and READ NOTES ON THIS AND INCLUDED MI7EK REFERANCE PAGE M11-7473 mv. f aV3,2015 BEFORE USE. Design valid lot use only with Mliek® connectors this design Is based only upon paiarneters shown. and Is lot an Individual bullding component, not a 11lISS syslern. Before use, the brAlding designer must verity the applicability of design paarnetets and property Incorporate tits design Into the overall building design. Bracing Indicated Is to prevent lrtclding of Individual truss web and/or chord members only. Additional tempolary and permanent bracing MiTek' is always required for statAilly and to prevent collapse wllh possIb4o personal Injury and property damage. For general guidance regatding the 6904 Parke East Blvd. fabrication. storage. delivery. erection and bracing of frusses and miss systems, seeANSi/TPI I Quality Criteria, DsB-a9 and SCSI Building Component Tampa. FL 33610SaletyInformationavailablebornTrussPlateInstitute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Job Truss Truss Type Oty Ply WP0207 T12986437 WP0207 BJ3 • Jack -Open 10 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 Mi Iek Industries, Inc. Wed Jan 17 13:38:13 2018 rage 1 ID:rtytRhmERah3zfiORgKYR9zPCPY-TW BNseta7dgYGhMX3YgQ22WTuJHbVVBBwL5y7TzuRDO 1-0-0 3-0-0 r 1-o-0 3-0-0 o_ N 3x4 = Scale = 1:10 8 1.5x8 STP = 3-0-0 3-0-0 Plate Offsets (X Y)-- f2'0-0-2 0 O Ol LOADING (psf) SPACING- 2-0-0 CST. DEFL. In loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 rVa n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-P Weight: 11 Ito 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 20 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=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 gdp 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 42 lb uplift at joint 3 and 72 Ito uplift at joint 2. Q WARNING -Verify d"Ign paramoem and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M0.7473 rov. 111031201S BEFORE USE. Design valid for use only with MlleM connectors. 1Ns design Is based of upon parameters shown, and Is (of an Individual trtllding component, not a truss system. Before ttse, the txAding designer must verify the applicability of design paiarnelers and fxolorly Incorporate this design Into the overall building design. Bracing Indi;aled Is to buckling Individual truss web and/or chord members only. Additional temporary and permanent bacing M iTek' prevent of Is always required lot stalAlty and to prevent collapse with possible personal Injury and properly damage. For general guldance iegardInQ the 6904 Parke East Blvdfabnkatbn. storage, delivery, erection and txacing of irtssos and Miss systems, soeANSI/TPI1 Quality Criteria, DSB-S9 and SCSI Building Component Tampa. FL 33610SafetyInformationavallablefromTrussPlateInstitute. 218 N. Lee Sfteet. Sulle 312, Alexandria, VA 22314. Job Truss Truss Type Oty Ply WP0207 T12986438 WP0207 8,15 Jack -Open 6 1 Job Reference o Clonal Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Wed Jan 17 13:38:14 2018 Page 1 I D: rlytRhmE Rah3zfiORgKYR9zPCPY-xl II3_tCuxzPurxkd FLfaF3ZOjaxEyOK9?r W fvzuRDN 1-0-0 5-0.0 1-0-0 5.0.0 3x8 = 1.5x8 STP= LOADING (psf) 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 FBC2017ITP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical Max Harz 2=91(LC 12) Max Uplift 3=-81(LC 12), 2=-75(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:15.8 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.03 2-4 >999 240 MT20 244/190 Vert(CT) -0.05 2-4 >999 180 Horz(CT) -0.00 3 rVa n/a Weight: 17 lb FT = 20%. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 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=4.2psh 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.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 81 lb uplift at joint 3 and 75 lb uplift at joint 2. WARNING -Verify design paremerers and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE 11,1I1-7/79 rov. ralD3W I5 BEFORE USE. Design vatkf for use only Win Mllek® connectors Ihts design Is based orgy upon parameters shown. and Is for an hdlvkW building component, not a Inns system. Before use, the btllding designer must verity the applicability of design parameters and poperly Incorporate this design Into the overall bllding design. tlractng Indicated Is to prevent buckling of Indtvklual fr rss web and/or chord members only. Addltlonal lempaary and permanent bracing M iTek' is always regrdrod for stability and to pevenl collapse with possible personal tripay and poverty damage. For general g0daice regarding the 6904 Parke East Blvd. faixicatlon. storage, delivery, erection and tracing of Mrsses and inrs systems. seuANSI/TPI I Quality Criteria, DSB-09 and BCSI Building Component Tampa. FL 33610SafetyInformationavailablefrom /rus Plate Institute. 218 N Lee Street. Suite 312. Alexandria. VA 22314. Job Truss Truss Type Oty Ply WP0207 C1 Hip 1 1 0207T129B6439 Reference optional Builders FirstSource, Tampa, Plant City, Florida 33566 B.130 s tiep 15 2011 Ml I eK inaustries, Inc. Wed dan 11 1 s:3a:15 2016 rage 1 I D:"RhmE Rah3zfiORq KYR9zPC PY-PuJ7HJugf F5GW? W wAysu7Tckb7p DzNAUNfa3BMzuRDM 1-0-0 5.11-10 8-4-0 10-4-0 12. 8-6 18.8.0 1.0.0 5-11-10 2.4.6 z-o-o 2 5•11•10 V 3x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 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/TPI2014 3x4 = 3x6 II 3.4 = 4x6 = 1.5x8 STP = 3x8 = 3x8 = Scale = 1:33.3 CSI. DEFL. In (loc) Well 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 W B 0.16 Horz(CT) 0.03 8 rVa rVa Matrix-SH Weight: 76 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-4-13 oc bracing. REACTIONS. (lb/size) 8=575/0-8-0, 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 (lb) 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=4.2psf; BCDL=3.Opsi; h=151h Cat. ll; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0. Exterfor(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 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 lb uplift at joint 8, 198 Ito uplift at joint 2 and 7 lb uplift at joint 9. WARNING- Vodly d"Ign paramofon turd READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MI1.7473 rov. faW2015 BEFORE USE. Design valid tot use only with MI lek® connectors. This design Is 1asod only upon parameters shown, and Is tot an individual building component. not o truss system. Before use, the txdlding deslgnet intrst verity The ap Alcablity of design pararneters and properly incoiporole this design Into the overall txAding design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Adalltlonat temporary and permanent bracing WOWprevent Is always recµdred for stability and to lifevent collapGe with possible personal lrtpay and property damage. For general guklance regarding the 6904 Pork& East Blvd. fabkatlon, storage, delivery. erection and bracing of muses and truss systems. seeANSI/TPI I Quality Criteria. DSB-89 and BCSI Buftding Component Tampa. FL 33610SafetyInformationavailablefromTrussPlateInstitute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Job Truss Truss Type Oty, Ply T12986440 W P0207 C2 Hip 1 1b P0207 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 I D:rfytRhmE Rah3zfiORgKYR9zPC PY-PuJ7HJ uqf F5G W? W wAysu7Tcjl7rhzKeU Nfa3BMzuRDM 1-0-0 6-4-0 12.4.0 _ _ 16-8-0 1.0.0 6-4.0 6.0-0 6-4-0 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 FBC2017/1-PI2014 5x8 = 2x4 II REACTIONS. (lb/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) 4x6 = 1.5x8 STIR = 3x4 = Scale = 1:33.5 P= 3x6 = CSI. DEFL. in loc) Udell Ud PLATES GRIP TC 0.58 Ven(LL) 0.06 2-9 >999 240 MT20 244/190 BC 0.61 Ven(CT) -0.09 7-9 >999 180 WB 0.32 Horz(CT) 0.02 5 n/a n/a Matrix-SH Weight: 75 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins. 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=-46OR48, 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; VuIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 OpsF h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5.0-0, Exterlor(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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 87 lb uplift at joint 5, 173 lb uplift at joint 2 and 99 lb uplift at joint 6. WARNING - VpIIy dosrpn penmetors and READ NOTES ON THIS AND BVCL UDED MITEK REFERANCE PAGE M1,17473 mv. IOi BEFORE USE Design valld for use only with Mllek® Connectors. t is design Is based only upon pxuamelefs shown- and Is for on Individual building component, not a htm system. Belore use. the Ixilding designer must verity the al4AIcablity, of design parameters and progeny Incorporate this design Into the overall brdlding design. Biacing Indicated Is to prevent buckling of Individual truss web and/or Chord members only. Additional temporary aid permanent bracing MiTek' Is always required for stability and to Irevent collgrie with possible personal Injury and property damage. For general guidance regaiding the fabrication. storage. delivery, erection and bracing of trusses and Miss systems, sec-ANSIM I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallabie horn Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tompo, FL 33610 Job Truss Truss Type Oty Ply WP0207 Tt2986441 WP0207 CJ3 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirslSource, 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 UfvSOYD78946kgN71g8z4WJvistdcJKdkozuRDL 1.5-0 3-2.14 1-5-0 3.2-14 Scale = 1 9.2 2x4 = 3-2-14 3.2-14 LOADING (pst) SPACING- 2-0.0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 12 lb FT = 20'6 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 3=31/Mechanical, 2=201/0-10-15, 4=28/Mechanical Max Harz 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. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.OpsF h=15fh Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the lace), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 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 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 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 85 lb 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 (plf) Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert 5=44(F=22, B=22) WARNING. Verily doslgn pammotors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO.7473 rev. 14303201S BEFORE USE. Design valid for use only with Mllek0 Connectors flits design Is based only upon parameters shown. and Is for an Indlvldual building component. not a druss system. Below use, the building designer must verify the applicability of design parameters aril p ioperiy tncerpOrale this design Into the overall building design. [tracing Indicated Is to buckling of Individual truss web and/of chord members only. Additional temporary and permanent bracing MiTek• prevent is always required for stability and to p ievenf collapse with possible personal Injury and pxopeM damage. For general guidance regafc ing the fab ficatbn, slorage, delivery. erection and bracing of trusses and trims systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Easd Blvd. Safety Information avdlabtle from truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply W P0207 T12986442 WP0207 CJS Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:17 2018 Page 1 I D:rfytR hm E Rah3zf iORgKYR9zPC PY-MH Rui?w5BsL_I I iJ IN uMC uhz 1 wYaRJ7mrz3AGEzuR DK 1 3-9-9 I 7.0-2 1.5.0 3-9-9 3.2.8 Scale = 1:16.2 M = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Ven(LL) 0.10 2-4 >756 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Ven(CT) -0.18 2.4 >440 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 We n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-SH Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc punins. BOT CHORD 2x4 SIP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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. NOTES- 1) Wlnd: ASCE 7-10; Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 3 and 159 lb uplift at joint 2. A WARNING -Verify design peremefors end READ NOTES ON THIS AND INCLUDED UITEK REFERANCE PAGE M1I.7473 rov. faN3/101 S BEFORE USE. Design valid lot use only Witt Mllek9 connectors this design Is tamed orgy upon pxlrameters shown, and is for an Individual Wilding component. not a truss system. Before use. the btAlding designer must verify tie applicability of design Imrainelers and pxopedy Incorporate this design Into the overall building design Bracing Indicated Is to prevent truckling of Individual truss web and/or chord membxeis only. Additional temporary and permanent btacing MiTek Is always required for stability and to prevent collapse with poss0le personal Inlury and pxop Lrfy damage. For genetal guidance iegaidIng the 6904 Parke East Blvd. faty1callon, storage, delivery, erection and bracing of trusses and fruss systems. seeANSI/TPI I Quality Criteria, OSB-E9 and BCSI Building Component Tampa. FL 33610SafetyInformationavallatlefromtrussPlateInstitute. 218 N. Lee Street. Sulte 312, Alexandria. VA 22314. Job Truss Truss Type Oty Ply W P0207 T12986443 WP0207 CJ7 Diagonal Hip Girder 3 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 B.1 ju s sep 1 b evl / Mi I etc inaustnes, Inc. Wed .tan 17 t a:ao: to 20 i a rage i ID:rtytRhmERah3zfiORgKYR9zPCPY-qT?GvlxjyATrNSEVs5Pbl5EHPKw1 Akhw4dplogzuRDJ 1.5.0 7-0-8 9-10-1 1.5 0 7-0-8 2-9.9 Scale = 1:21.2 2x4 = 20 = 2x4 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.43 BC 0.44 WB 0.17 Matrix-SH DEFL. in Vert(LL) -0.05 Vert(CT) -0.11 Horz(CT) 0.01 loc) Well L/d 2-7 >999 240 2-7 >999 180 5 rVa rVa PLATES GRIP MT20 244/190 Weight: 39lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=14/Mechanical, 2=445/0-10-15, 5=400/Mechanical Max 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. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-593/161 BOT CHORD 2-7=-206/527, 6-7=-206/527 WEBS 3-6=-696/272, 3-7=0/359 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; 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 2) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a 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 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 85 lb up at 1-4-15, 68lb down and 85lb up at 1-4-15, 25 lb down and 38 lb up at 4-2-15, 25lb down and 38 lb up at 4-2-15, and 50 lb down and 87 Ito up at 7-0-14, and 50 lb down and 87 lb up at 7-0-14 on top chord, and 1 Ito 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 Ito down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 2-5= 20 Concentrated Loads (lb) Vert: 3= 75(F= 38, B=-38) 7=-36(F=-18, B=-18) 8=44(F=22, B=22) WARNING - Vorily dostgn paramotors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 row. fae=15 BEFORE USE Design valid for use only with Mllek® connectors this design Is based only upon parameters shown, and is tot an Individual building component, not a miss system. Beforo use, the building designer must verity the applicability of design paiarneteis and properly Incorporate this design Into the overall building design. BractIndicated Is to buckling Individual Iris web and/or chord members only. Additional lernWary and p eimanent txacing WOW rigpreventof5 always requttod lot stability and to prevent collalm with possible personal trifuty and Ixopotly damage. For general guidance regarding the 6904 Parke East Blvd. fobilcaflon. storage. delivery, erection and bocing of trusses and Intl systems. seeANSUTPI I Quality Criteria, DSB-89 and 6CSI Building Component Tampa, FL 33610 safetyInformationavallaNefromTrussPlateInstitute. 218 N. Lee Street. Suite 312, Alexan drla. VA 22314. Job Truss Truss Type Oty Ply W P0207 T12986444 WP0207 D1 Roof Special 1 1 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Wed Jan 17 13.38:19 2018 Page 1 I D:rfytRhm E Rah3zliORgKYR9zPC PY-IfZe6hxLlTbh?cphPowq HJ mOykF3v9V3I HYHL7zuRDl 1.0.0 6-8-0 9-0-0 13-0-0 14.4-0 18-8-0 1-0-0 6-8-0 2.4-0 '%% 1.4.0 4.4-0 4x6 = 3x4 = — 4x6 = 1.5x8 STP = 2x4 11 3x4 = Scale = 1:34.1 P= 3x4 = lg 6-8-0 _ 3-10-0 2-6-0 1.4-0 4-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(L-) 0.09 2-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.10 2-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.01 7 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 78 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-3 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 REACTIONS. (lb/size) 7=164/0-8-0, 2=530/0.8-0, 9=710/0-8-0 Max Horz 2=51(LC 12) Max Uplift 7= 68(LC 13), 2=-152(LC 12), 9=-176(LC 13) Max Grav 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 =-1 11/265, 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=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Exterlor(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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 681b uplift at joint 7, 152 Ib uplift at Joint 2 and 176 lb uplift at joint 9. Q WARNING - Verify doclyn Par a..1. and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M/F7473 rev. I d*3gef S BEFORE USE. Design valid for use only with Mllek® connectors. this design is based only upon paat nefers shown, and Is for an Individual building component, not a Inass system. Before use. the butIding designer must verity the applicability of design parameters and properly lncogopale this design Into the overall Wilding design. Bracing Indicated Is to hackling IndMdual truss web and/or chord members only. Addlllonal temporary and permanent bracing M iTek' prevent of Is always required for stability and to prevent collapse with p osbe personal trtfury and properly damage For general g0da ce regarding the 6904 Parke East Blvdfabrkaflon, storage, delivery. erection aril bfocing of trusses and Inns systems. seeANSI/TPI I Quality Criterlo, DSB-89 and BCSI Building Component Tampa, FL 33610SafetyInformationavallatAefromtrussPlateInstitute, 218 N. Lee Street. Salto 312, Alexandria. VA 22314. Job Truss Truss Type Oty Ply T12986445 WP0207 D2 Roof Special Girder 1 1 WP0207 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:35:20 201B Page 1 I D:rtytRhm E Rah3zf iO Rq KYR9zPC PY-ms70K 1 yzUnjYcmOtzW S3q W J b?BS6eaYDXxl gtZzuR DH 1.0.0 6.8.0 11.0.0 16-4-0 _ 18-8-0 19.8.0 , 1.0.0 6.8-0 4.4.0 5-4-0 2-4.0 ' 1.0-0 ' Scale = 1:34.2 06 = Ia i ciao .. r — 4x6 = — 2x4 11 4x6 = • • — 3x4 = 1.5x8 STIR= 3x4 = 6.8-0 4.4-0 2.4-0 3.0.0 2-4-0 LOADING (psi) SPACING- 2-0-0 CST. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.10 10-12 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.17 10-12 889 180 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 80lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=590/0-8-0, 6=37210-8-0. 9=490/0-8-0 Max Harz 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=-131r/04, 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 Structural wood sheathing directly applied or 5-3-6 oc purfins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 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 117 lb 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 tip at 15-7-4, and 86 lb 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 (lb) Vert: 5=24(F) 8— O(F) Q WARNING - Vorfry dazign panmofen end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9-7473 rev. laoul IS BEFORE USE. Design valid for use only with MllekO connectors. this design Is based only upon parameters shown. and Is for an Individual building component, not Eatrusssystem. Beige use, the building designer must verity the of)INIcagllty of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always ieclu tied for stability and to prevent collapse with possible personal Injury and pxoperty damage. For general guAdance regarding the 6904 Parke East Blvd. fabilcolton. storage, delivery, erection and gracing of Inissos and truss systems, seeANSI/1rPI I Quality Cdhsrta, DSB-S9 and SCSI Building Component Tempo, FL 33610SafetyInformationavailablefromTrussPlateInstitute, 218 N. lee Street. Salto 312, Alexandria. VA 22314. Job Truss Truss Type Oty Ply WP0207 E1 Hip Girder 1 1b P0207T12986446 Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.13u s bep 15 2017 MI I ek Industries, Inc. Wed Jan 17 13:38:21 4016 rage 1 ID- rfylRhmERah3zflORgKYR9zPCPY-E2gPXNzbF5rPEwz4XDzlMkspeXw7N6JMmb1 NP?zuRDG 1- 0.0 5.0.0 a-4-0 13-4-0 1- 0.0 5.0-0 3-4-0 5-0-0 4x6 = 4x6 = Scale = 1:24.3 1. 5x8STP= 2x4 it !N4 11 1.5x8STP= 3x4 = 3x4 = 5- 0.0 3-4-0 5-0.0 LOADING ( psi) SPACING- 2-0.0 CSI. DEFL. in loc) Vdefl Ud 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 Verl(CT) -0.09 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(CT) 0.03 5 n/a We BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 48 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 5=721/0-8-0, 2=801/0-8-0 Max Horz 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 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=1511; Cat. II; Exp C; Encl., GCpi= 0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL= 1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 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 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 Ito up at 6-8-0, and 188 lb down and 185 lb tip 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 Ito 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 (B). LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 2.5_ 20 Concentrated Loads (lb) Vert: 3=-141(F) 4=-141(F) 7- 72(F) 6=-72(F) 8=-60(F) 9=-26(F) WARNING - Verity dosign paramelors and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M11.7473 rov. IQ MIS BEFORE USE Design valid for use only with Milek® connectors. Btls design Is based only upon pxcuneters shown. and Is for an Individual bullding component, not a truss system. Before use, the brdlding designer Must verity the applicability of design parameters and properly Incortorafe this design Into the overall building design. Biacing Indicated Is to prevent buckling of Individual truss web aril/or chord members only Additional temporary and per nanont bracing M iTek' is always required lot stab bully and to [maven] collapse with possible personal Injury and property damage For general guidance regarding the 6904 Parke East Blvd. fabrlcattomstorage. delivery, erection and tracing of trusses and truss systems, seeANSI/rPI I Quality Cdterto, DSB-89 and BCSI Building Component safety Information available horn truss Plate Institute. 218 N Lee Street, Sullo 312, Alexandria. VA 22314. Tarrlpa, FL 33610 Job Truss Truss Type Oty Ply W P0207 T12986447 W P0207 EJ3 Jack -Open 2 1 Job Reference (optional) Builders FrstSource, Tampa, Plant City, Florida 33566 u. t 3u s Sep 1 b zu1 t Mi i ek Industries, inc. Wed dan 17 i 3:38:2 i cut n rage i ID:rtytRhmERah3zfiORgKYR9zPCPY-E2gPXNzbF5rPEwz4XDzlMksrtX10N77Mmb1 NP?zuRDG 1-0-0 2.4.0 100 240 2x4 = 1.54 STP = LOADING (psf) SPACING- 2-0-0 CST. 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 FBC2017lfP12014 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 Harz 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) Vdefl Ud PLATES GRIP Verl(LL) -0.00 2 >999 240 MT20 244/190 Ven(CT) -0.00 2-4 >999 180 Horz(CT) -0.00 3 We n/a Weight: 9 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-0 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=4.2psf; BCDL=3.Opst; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in ail 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. Q WARNING - Verify design paremoten and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M17-7473 rev. 101032015 BEFORE USE. Design valll for use only with W1ek8 conneclors this design Is Iced only upon patamelers shown. and Is for an Individual building component, not a Truss sysl(Im. BeIOIC use, the building deslgnoi must verify the apt)llcatAity of design pcirarneters and propeily Incorporate this design Into the overall building design. Brachlg Indicated Is to tuickllrlg Individual truss web and/or chord members only. Additional temporary and permanent bracing WOWpreventof Is always readied lot stability and to prevent coilaryse wilh possible personal Inhoy and INoperty damage For general gr>kkme regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erec lion and txacing of Intsses and truss systems, secANSUIPI I Quality Cdterto, DSB-89 and SCSI Building Component Tanpa, FL 3361DSafetyInformationavailablefromtrussPlateinstitute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Job Truss Truss Type Qty Ply W P0207 T12986448 WP0207 EJ5 Jack -Open 3 1 Job Reference (optional) Builders F1rstSource, Tampa, Plant City, Florida 33566 8.130 s sap 1 b 201 I MI I OK industries, Inc. Wed uan 17 1 s38:22 2018 rage 1 I D:rfytRhmE Rah3zf iQRgKYR9zPC PY-i EEnlf_DOOzGs4YG5xUXvxOxPxJo6aM W ?F nxxSzuRDF 1.0.0 5-0-0_ 1.0-0 5-0.0 3x8 = 1.5x8 STP= LOADING (pst) 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 FBC2017ITP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-81(LC 12), 2=-75(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:14 9 DEFL. in (loc) I/dell Ud PLATES GRIP Vert(LL) -0.03 2-4 >999 240 MT20 244/190 Vert(CT) -0.05 2-4 >999 180 Horz(CT) -0.00 3 n/a rVa Weight: 17 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 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.Opsh h=15fh Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & 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 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. WARNING - Vorlfy d&d9n Paromefnro and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rov. 10103/2015 BEFORE USE. Design valid lot use oNy with Mllek® connectors. This design Is based only upon parameters shown. and Is for an individual b uilding component, not a truss syslem. Before use. the building designer mini verity Iho applicability of design parameters and properly Incorporate this design Into the overall building design. ®actrtg Indicated Is to Wclding Individual truss web and/or chord members oNy. Addlllonal lemporary and permanent bracing Welk' prevent of is always required for stability and to ixevenl collapse with possible personal Inf ury and property damage. For general gulclance regarding The 6904 Parke East Blvd. labricaflon, storage, delivery. erection and bracing of trusses and truss systems. see-ANSI/TPII Quality Criteria, DS6-E9 and BCSI Building Component Tampa, FL 33610SafetyInformationavailablefromTrussPlateInstitute, 218 N. Lee Street. Sulfe 312. Alexandria, VA 22314. Job Truss Truss Type Oty Ply WP0207 T12986449 W P0207 EJ7 Jack -Open 20 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:23 2018 Page 1 I D.rfytRhmE Rah3zti O Rq KYR9zPC PY-ARo9y3_rni57TD7See?mS9xONLapr 1 cf DvW U UuzuRDE 1.0.0 7-0-0 1.00 I 7.0-0 — 3x8 = 1.5x8 STIR= Scale = 1:19.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.13 2-4 >594 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.18 2.4 >431 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=159/Mechanical, 2=324/0-8-0, 4=78/Mechanical Max Horz 2=122(LC 12) Max Uplift 3=-102(LC 12), 2=-85(LC 12) Max Grav 3=159(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0.0, 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 & 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 girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 3 and 85 lb uplift at joint 2. WARNING - Vor11y design peramelors and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M11.7473 rev. 1"3/10I5 BEFORE USE. Design valld fa use only with tAlek® conr--clors. This design Is based oNy upon parameters shown. and Is for an Individual Wilding component, not a miss systern. Before uso, fly-- bxdlding destgrxr must verify The a"Alcabillty of design poucnneleis and Ixoperiy kncoiporale this design Into The overall txNding design. Bracing Indicated Is to buckling Individual truss web aril/or chord members only. Additional temporary and permanent bracing MiTek' Ixevenl of Is always reclulred for stablllly and to prevent colla43se with posslble personal Inpury and Ixoperty damage. For general guidance regarding the 6904 Parke East Blvd. lablcatlon, storage. delivery, erecllon and bracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and 6CSI Building Component Tango, FL 33610SafetyInformationavailablefromTrussPlatelnslitute. 218 N. Lee Street. Sulte 312. Alexandria. VA 22314. Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-719, For 4 x 2 orientation, locate plates 0-'Ad' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI 1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown In ft-in-sixteenths Drawings not to scale) 1 2 3 TOP CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, 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 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved mm MII0 MiTek 0 MiTek Engineering Reference Sheet: Mil-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, 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 alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stock materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested porties. 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 are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservotive treated, or green lumber. 10. Comber Is a nonstructural consideration and is the responsibility of truss fabricator. General practice is to comber for dead lood deflection. 11. Plate type, size. orientation and location dimensions indicated are minimum ploting requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, If no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. REARING HEIGHT 5CHEOULE 38-0-0 13-8-0 II-8-0 12-8-0 BJI m I I 1 I I I t I I I m m t` I Cy 1 E BUT A+ FU Rt RI 1 RI RI m c m m RI m RI m RI 10 A RI 1 RI 1 R7--_ m m ti U I g{ S a,a mI m W W, W 11 t9 m m T7 1 II II I 11 I DI m 1 II II II S ti 9J1 I m i Icpff 19-4-0 5-4-0 NOTE5: L) REFER TO a 91(RELOIMENDATIONS FOR IIAPDLU46 INSTALLATION AND TEMPORARY WAGING) REFER TO ENGINEERED DRAWINGS FOR PERMANENT GRACING REQUIRED. 2) ALL TRUSSES (KLUDIN6 TRUSSE5 UNDER VALLEY FRAMING MUST DE COMPLETELY DECKED OR REFE TO DETAIL VI05 FOR ALTERNATE DRAC(NG REOUIREMENT5 5) ALL VALLEYS ARE TO DE CONVENTIONALLY FRAMED DY DUILDER. 4.) ALL TRUSSES ARE DESIGNED FOR 7 oc MAXIMUM SPACING, UNLESS OTKERW15E NOTED. 5.) ALL WALLS SHOWN ON PLACEMENT PLAN ARE CON5IDERED TO DE LOAD DEARING. UNLESS OTHERV15E NOTED. 6) 5Y42 TRUSSES ML15T DE INSTALLED WITH THE TOP DEIN6 UP 7) ALL ROOF TRUSS HERS TO DE SIMPSON KTU26 UNLESS OTHERWISE NOTED ALL FLOOR TRUSS HANGERS TO DE SIMP50N THA422 LPLE% OTHERWISE NOTED 6) DEAMMEADER/LINTEL (FOR) TO DE FURNISHED DY DULDER. SHOP DRAWING APPROVAL THIS LAYOUT 15 THE 50.E SOURCE FOR FADRICATION OF TRUSSES AND VOIDS ALL PREVIOUS WHITECTURAL OR OSIER TIDU%LAYOUTS REVIEW AND APPRINAL OF THIS LAYOUT LUST DE RECEIVED DEFORE ANY TRUSSES WILL DE DOLT VERIFY ALL COFDIfft TO IN5URE A6AMT CHAN6E5 THAT WILL RESULT DL EXTRA CHAMES TO YOU. 14-tul kboy Nu Builders FirstSource Orlando PHONE: 407-851-2100 FAX 407-851-7111 Plant City PHONE: 813-759-5951 FAX: 813-752-1532 JULDER. Starlight Homes 1769 Hawking T LIfAI ADDIFSS. HIISIDX: WPU207 ", 11- 7-17 1 Josh w RECORD COPY A City of,Sanf0.rd;.:.;4i, Building and Fire Prevention Product Approval Specification Form. DING 'IS Permit # i Q_ 2 49 SANFORD Project Location Address As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging THERMA TRU FIBER CLASSIC Sliding MI WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNE DALTON 5120/6100/9100#0230 FL9174-R12 Roll U Automatic Other 2. Windows Single Hung Silvedine BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 1 1 Category /Subcategory Manufacturer ! ' a:, Product ram' r'D&s6h tidn(including Florida Approval # includin decrii l 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. RoofingProducts Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12 Underla ments TAMKO BUILDING PRODUCTS INC UNDERLAYMENTS FL12328-R8 RoofingFasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofingtiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofingslate Cements/ Adhesives / Coating Liquid Applied RoofingSystems Roof Tile adhesive Spray Applied , Polyurethane Roofing E.P.S. Roof Panels Roof Vents LOMANCO, INC ALUMINUM ROOF LOUVER FL3792-R1O Other June 2014 2 Category. / Subcategory Manufacturer, ,,..I r;:;h- Product i <-?.jgescri tion Florida Approval include,dbcimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, INC HIGH STRENGTH CONCRETE LINTELS FL158-R10 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 3, Florida Building Code Online OfP O Business 8t Professional Regulation BC1S Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats & Facts Publications I FBC Staff I BCIS Site Map I Links I Sear. a db r %product Approval USER: Public User e4 a34 a Product Aooroval Menu > Product or Aoolicatlon Search > Aoolicatlon List > Application Detail FL # FL15036-112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email 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 Sections from the Code Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419)298-1740 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2021 Ryan 3. King, P.E. Validation Checklist - Hardcopy Received Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect FL15036 R2 Eauiv (b) Equivalency of Standards.odf https:/twww.floridabuilding.org/pr/pr app_dtl.aspx 1/3 1 /2/2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 1 Option D 10/16/2017 10/16/2017 10/19/2017 12/12/2017 FL # Model, Number or Name 15036.1 a. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.2 1 b. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.3 1 c. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.4 1 d. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.5 1 e. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.5 for Design Pressure Ratings, any 15036.6 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 Darticulars. Description 6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.1.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eva[ 15036.1.Ddf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Installation Instructions FL15036 R2 II (a) Inst 15036.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.2.pdf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXO) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.3.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.3.12df Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.4.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.5.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.5.odf 8'0 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions' FL15036 R2 II (a) Inst 15036.6.odf Verified By: Lyndon F. Schmidt, P.E. 43409. Created by Independent Third Party: Yes, Evaluation Reports FL15036 R2 AE (a) Eval 15036.6.Ddf Created by Independent Third Party: Yes https:/Mrww. 1 /2/?018 15036.7 g. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.7.odf Approved for use outside HVHZ: Yes, . Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.7 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.7.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.8 h. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS036 R2 II (a) Inst 15036.8.pdf Approved for use outside HVHZ: Yes, Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No, Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.8 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.8.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes, particulars. 15036.9 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.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.10 j. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use, Installation Instructions Approved for use in HVHZ: Yes FLIS036 R2 II (a) Inst 15036.10.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A' Evaluation Reports Other: See INST 15036.10 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036,10,Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes, particulars. 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Product Approval Accepts: M W] ® K] M Credit Card Safe https:/Av.vw.floridabuilding.org/pr/pr app_dtl.aspx 3/3 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Audtorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Thermal Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.6 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 01460336-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 2. Drawing No. Prepared by No. FL 15036.6 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Thermal Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed 8r Sealed by Lyndon F. Schmidt, P.E. Jtooa11118I Signed 8r Sealed by SCi 1A4j,,A Lyndon F. Schmidt, P.E. No 43409 3 STATE OF O P,, ! • • ?\ vex s a0 iV AF "',%00 Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 IVVICJ 37.5' MAX. OVERALL WIDTH sic -Craft FIBERGLASS DOOR INSWING / OUTSWING NON -IMPACT" nd is in compliance with the 6th Edition (2017) Florida Building Code ing the "High Velocity Hurricane Zone" (HVHZ). nd spaced as shown on details. Anchor embedment to base material cco. t is required to be protected with an impact resistant covering that BC. HVHT' requiring wind bome debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the same as that shown for 2x buck e details of this drawing require further engineering analysis by a hitect. Jal sill item #39 under active doors meet water infiltration requirements g configurations using sill items #31 & #33 under the active door do not cents for the "HVHZ". Inswing units shall be installed (in the "HVHT') only in e locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTEMS n pressures & general notes 0z Z z 3 H z 0 i = w w w = i w a i 6L 0C J V" J J WLU Q Wold 0 O a i b a EXTERIOR 44 4.11 29 42 TOP RAIL LATCH STILE 1.49" 0LO SG >= 0.67) EXTERIOR INTI o.,s, CSINK or (TYP.) INTERIOR EXTERIOR 4 A 4 A 4 3 3 3 INTERIOR EXTERIOR Shown w/, X sub -buck INTERIOR EXTERIOR N4 r,za: 19 CD 8 INTERIOR OSS SECTION i - inswing INTERIOR z_z }d}.. F- m L) ^ w EXTERIOR INTERIOR 47' VERTICAL CROSS SECTION 4 Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements J A IM - 7 8 EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 4 Shown w/1 X sub -buck EXTERIOR INTERIOR a0 ao 0 10 i i N V O STRIKE JAMB MASONRY OPENING FRAME 2X BUCK 2 Iq D MASONRY TYP. HEAD DJOPENING JAMBS X a: c%4 2X BUCK o FRAME ANCHORING HINGE JAMB Masonry 2X buck construction for DP <= 48 PSF comers may be adjusted to maintain the min. os "MAX. ON CENTER" must be adjusted to o mortar joints, additional concrete anchors V. ON CENTER" dimension are not exceeded. MIN `CLEA RA NCE:.::M IN:.:CLEA RA N. N::::.::.:::..:....... :......:..:::..:.... TO MASONRY: ' .. . TO ADJA:CENT':.;: EDGE:.:'::::..::.:::.::;::::' BUCK ANCHORING For DP > 48 PSF and DP<=75PSF MASONRY OPENING FRAME i O 2X BUCK -I III -- TYP. HEAD JAMBS FRAME ANCHORING Masonry 2X buck constrt for DP > 48 PSF and DP <= 75PSF iE K I `O J TYP. HEAD _ JAMBS i FU O v • a FRAME ANCHORING Masonry 1 X buck construction For DP <= 48 PSF rs may be adjusted to maintain the min. V. ON CENTER" must be adjusted to tar joints, additional concrete anchors V CENTER" dimension are not exceeded. MIN:; CLEARANCE::: :MIN:.:CLEARANCE• TO MASONR •:: •TO ADJAEENL; HINGE JAMB L0CV to N Lq U) CV MASONRY OPENING FRAME 1 X BUCK FRAME ANCHORING Masonry 1 X buck construction For DP > 48 PSF and DP <= 75 PSF WOOD WOOD WOOD CRETE SCREW STEEL ONCRETE CONFORMING TO ACI WORMING TO ASTM C90 CONCRETE SCREW STEEL BETE SCREW STEEL ETE SCREW STEEL ZETE SCREW STEEL ZETE SCREW STEEL STEEL W 1.15' MIN. EMBEDMENT STEEL N WEATHER-STRIP FOAM N WEATHER-STRIP FOAM STEEL W (HINGE TO FRAME) STEEL 37NATURE SERIES STEEL 0.42 WOOD WOOD PURE SERIES 780 STEEL STEEL STEEL N PROFILE ALUM. / WOOD PVC kDDLE THRESHOLD ALUM.COMP. LD ALUM. DOOR PANEL DETAIL SHEET FOR DETAILS FIBERGLASS BY THERMA-TRU N.) = 6,000 PSI FIBERGLASS COMP. WOOD WOOD COMP. lbs. DENSITY) POLYURETHANE 8819yp HEAD & SIDE Jamb Lq I 4.63" 0 31 BUMP FACE THRESHOLD LOW PROFILE 5.75' l L LQ 33 SELF ADJUSTING SADDLE THREHOLD fn CV O T R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelite Doors Assemblies Edgerton, erton OH 43517 Inswing / Outswing Phone 419.298.1740 Non -impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ'.this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ' requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.7 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ'. Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.7 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84-00a ATI 67508.01-106-18 ASTM D1929-96 ETC-01-741-10705.0 TAS 202-94 ETC-01-741-10593.0 TAS 202-94 TEL-06-1031-3 TAS 202-94 TEL 06-10314 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.7 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Lon Hicks, VP Operations Omega Point Laboratories William E. Fitch, P.E. Architectural Testing, Inc. Joseph A. Reed, P.E. ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Sealed by Q oe``SS 1it,,°0° 00o Lyndon F. Schmidt, P.E. E PJ S• AAs Signed &Sealed by v moLyndon F. Schmidt, P.E. NO 4'3409 a a o d Lyndon F. Schmidt, P.E. y STATE OF : FL PE No.43409 0 •IR• , vim`' 10/16/2017 vvvRQ 53.1Y MAX. OVERALL WIDTH sic -Craft, RGLASS DOOR W/ SIDELITE INSWING / OUTSWING NON -IMPACT" ind is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone" (HVHZ). ind spaced as shown on details. Anchor embedment to base material Icco. ct is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind bome debris protection this product is required to ont covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the same as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. tal sill item #39 under active doors and all sills used under sidelites meet iVHT'. g configurations using sill items #31 & #33 under the active door do not cents for the "HVHZ". Inswing units shall be installed (in the "HVHT') only in e locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS in pressures & aeneral notes I detail 0 ZZ 3 h z O LD w 0 w w w M a U_ M J U_ 1 J D Q W W 0 i b in o°p. 0o a DFS PR .. . .... .. IG... N ' ESS WITHOUT SURFACE::.;'::;; SWING: ;;;;;:':`::;::FRAME.. ::< ::;:;::'::..:::::::.....:: :-..::•:::•..... DIMENSION:::::;;;::;'::::>:.:.:..:..-..:::;:,';..;.:::::••:::';:::: `:'. POSITII/E:::::::;:NEGATIVE::; ITIVE. SG >= 0.67) LAILICIVR 44 EXTERIOR 4.11" 42 TOP RAIL 43 LATCH STILE 1.49" I . 39' Ot UALL 5" GLASS BITE 23 25) INTERIOR 25 G >= 0.42) e frame screws) is SEE NOTE 1 22 25 24 29 G GLAZING DETAIL 5 insulated glass w/ smc lite frame Ff /-7 f--1.53" -- I INTERIOR 5' GLASS BITE 1/2" MIN. 26 GLASS THK. 25 EXTERIOR 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED INTERIORGLASS 25 22 25 v 18 G GLAZING DETAIL 5 insulated glass w/ pvc lite frame 1 /2" MIN. GLASS THK. 1/8" TEMPERED GLASS FAIR SPACE 1/8" TEMPERED GLASS EXTERIOR I INTERIOR EXTERIOR 0.15" C'SINK TYP.) MONTAL CROSS SECTION king shown - inswing approved 115' SINK TYP.) NOTE: 1. The sidelite is direct set into the jamb with (12) item #M (#8 X 2 PFH wood screw). There are (4 at each vertical jamb from the top down at 13.5", 31", 48.5" & 66". 8 7 40 SEE NO1 EXTERIOR EXTERIOR a v a L 63 19 to 7 H INTERIOR CD 60 61 SS SECTION inswing INTERIOR EXTERIOR VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements INTERIOR za: i m i w 711ff GO •; EXTERIOR 2 VERTICAL CROSS SECTION 5 Shown w/1X sub -buck n EXTERIOR i/ INTERIOR 6; G r o v> v z Q W 19 M ^z oU SEE NOTE 1 EXTERIOR CAL CROSS SECTION qng shown - inswing pproved EXTERIOR SEE NOTE 1 ( M EXTERIOR 50 C> U r_ W a` a a. n e o n 4 a INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration J A e 6 Shown w/1 X sub -buck NOTE: 1. Anchors ass'y thn sill at 4" in from e( INTERIOR EXTERIOR BULLION OWN FOR FERENCE ONLY PORING ners may be adjusted to maintain the min. MAX. ON CENTER" must be adjusted to ortar joints, additional concrete anchors ON CENTER" dimension are not exceeded. I I411, I I SEE DETAIL 1Lei MASONRY TYP. HEAD — OPENING JAMBS M TYP. _ FRAME N 2X BUCK TYP. — O q N SILL SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING Masonry 2X buck construction 28 27 M OUTSWIN L INSWING M OUTSWING L INSWING LATCH_& DEADBOLT DETAIL DETAIL 1 Attach surface bolt strike plate to frame as shown (Outswing) HINGE JAMB DETAIL I Attach surface bolt strike plate to frame as shown (Inswing) 0 MASON OPENIN FRAM ix G a . 77 SEE DETAIL 1 TYP. HEAD & _ RY JAMBS G M TYP. _ E BUCK F TYP. N SILL a . • _ a SEE DETAIL 2 FRAME ANCHORING may be adjusted to maintain the min. Masonry 1 X buck construction ON CENTER" must be adjusted to it joints, additional concrete anchors CENTER" dimension are not exceeded. MIN:CLEARANCE': 'MINr.'CLEARANCE 10 MA'SONRY:': -.. :i':TO:ADJACENT•::-, HINGE JAMB l L INSWING M OUTSWING 0 27 L INSWING LATCH 8 DEADBOLT DETAIL DETAIL 1 Attach surface bolt strike plate to frame as shown (Outswing) HINGE DETAIL Attar strike as sh WUUD 14 1/4"INIERUPI SPAUR SIEEL WOOD 25 SILICONE CAULK SILICONE ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC CRETE CONFORMING TO ACI JRMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL REW STEEL 29 8-10 X 1-1/2" PLASCREW STEEL SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD SCREW STEEL 32 DOOR BOTTOM SWEEP PVC SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. STEEL 39 HIGH WATER DAM THRESHOLD ALUM. 1.15" MIN. EMBEDMENT STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS STEEL 41 DOOR SKIN;. 125" MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS E SCREW STEEL VEATHER-STRIP FOAM 42 TOP RAIL COMP. EATHER-STRIP FOAM 43 LATCH STILE WOOD STEEL 44 HINGE STILE WOOD HINGE TO FRAME) STEEL 45 BOTTOM RAIL COMP. GER JOINTED PINE WOOD 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE L STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS PVC 51 SIDELITE TOP & BOTTOM RAIL COMP. PVC 52 SIDELITE STILE WOOD ATURE SERIES - STEEL 60 1 /2' SURFACE BOLT SPACER STEEL STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .25' THK. STEEL STEEL 2 WOOD 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL WOOD 63 SURFACE BOLT STRIKE PLATE STEEL E SERIES 780 STEEL 64 10 X 2-1 /2" PFH SCREW STEEL PE 65 3/16" X 2-1 /4' PFH ITW CONCRETE SCREW STEEL 66 3/16' X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16' X 3-3/4' PFH ITW CONCRETE SCREW STEEL I-- 2. N I2.17' 4.63" 16 OUTSWING SIDELITE BUMP FACE THRESHOLD I 2.59" Spacer 2.15' 1.68 „ -- i 2.14' ci 1.69' --{ 5.75 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Profcssional Enbdneers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.8 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.8 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 TEL 06-1031-4 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed 8r Sealed by No. FL 15036.8 RW Building Consultants, Inc. (CA#9813) t r.r :iC6pyL p Lyndon F. Schmidt, P.E. 3. Calculations Prepared by o5° ii) oy Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813)''.•`1 :•F•iV S;; • ; RP, F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. e s f33•.f 9 • = 4. Quality Assurance 4 :: Certificate of Participation issued by National Accreditation and Managemegt = r•. Institute, certifying that Therma Tru Corporation is manufacturing products "0 within a quality assurance program that complies with ISO/IEC 17020 and S T,-T E OFU • Lyndon F. Schmidt, P.E. Guide 53. :,0.-•f, LT ` FL PE No. 43409 r tj, 0, c 10/1612017 Sheet 1 of 1 drat C - .', ,tiC-P c ateeit 00vvIXv 3sic-Craft. GLASS DOOR W/ SIDELITES NSWING / OUTSWING NON -IMPACT" nd is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone" (HVHZ). end spaced as shown on details. Anchor embedment to base material Icco. ct is required to be protected with an impact resistant covering that BC. HVHT' requiring wind borne debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. ichoring of these units shall be the same as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. tal sill item #39 under active doors and all sills used under sidelites meet iVHZ". g configurations using sill items #31 & #33 under the active door do not cents for the "HVHT'. Inswing units shall be installed (in the "HVHZ") only in e locations protected by an overhang or canopy such that the angle erhang to sill is less than 45 degrees. TABLE OF CONTENTS 1n pressures & general notes Glazing detail 68.5' MAX. OVERALL WIDTH 0 ZZ N N z O L w O w W W CKU J LL J J OC Q W O LU O O o a LA SWING:::,; :::;'::::.FRAME;>;:;::::.:;::;':...::• :. DIMENSION.:::: BOLTS;:>:::::.;:::.'::`.• ic..:::.• ;;: ..:::-. ::::;:; :;::.i EXILR UK to 11V 4.11" I---1.48" ao I IT El 1 2 as TOP RAIL as LATCH S11LE 1.49 1.48" iG >= 0.67) 1 HINGE S71LE %1 BOTTOM RAIL EXTERIOR INTEI 5' GLASS BITE 23 25 EXTERIOR INTERIOR 25 SG >= 0.42) e frame screws) is SEE NOTE 1 22 r25 v 29 8GLAZING DETAIL 5 insulated glass w/ smc lite frame 5' GLASS BITE 1/2" MIN. 26 GLASS THK. 25 EXTERIOR 1 /8" TEMPERED GLASS AIR SPACE 1 /8" TEMPERED INTERIORGLASS 25 1.08" I 22 25 v G GLAZING DETAIL 5 insulated glass w/ pvc rite frame 1/2" MIN. GLASS THK. 1/W TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR INTI INTERIOR L EXTERIOR 20 o.ts" C'SINK TYP.) UONTAL CROSS SECTION Mng shown - inswing approved 15' 0.15" INK C'SINK P.) (TYP.) 3 8 r 7 INTERIOR 40 7/ 7 1 EXTERIOR G 20 14 11 l M) SEE NOTE 1 M ) (50 12) SEE NOTI INTERIOR EXTERIOR 6 HORIZONTAL CROSS SECTION 4 Shown w/1 X sub -buck NOTE: 1. The sidelite is direct set into the jamb with (12) item #M (#8 X 2" PFH wood screw). There are (4) at each vertical jamb from the top down at 13.5", 31", 48.5" & 66". 0.15, 20 C'SINK --I IYP.) 8 7 XTERIOR 40 JTERIOR (in) i ' 1 (12) r a o a v v W44 vs z n_ U INTERIOR 60t 61 SS SECTION inswing INTERIOR 4' VERTICAL CROSS SECTION J Inswing configurationsee in notes, sheet 1 z for "HVHT' Water infiltration i requirements 2 VERTICAL CROSS SECTION Shown w/ 1 X sub -buck 60 EXTERIOR // INTERIOR o u el a,.o . 4- v ° ° p u n J z z A CL w 19 J N oV SEE NOTE 1 ICAL CROSS SECTION dng shown - inswing pproved EXTERIOR EXTERIOR SEE NOTE 1 CM zz w INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration Shown w/1X sub -buck NOTE: 1. Anchors ass'y thn sill at 4" in from el INTERIOR EXTERIOR doMASONRY OPENING C; 10 FRAME C,4 Ci 2X BUCK SEE DETAIL 1 TYP. HEAD & JAMBS M ) TYP. F TYP. SILL DETAIL 2 ANCHORING STRIKE JAMB FRAME ANCHORING Masonry 2X buck construction ers may be adjusted to maintain the min. 4AX ON CENTER" must be adjusted to rtarjoints, additional concrete anchors N CENTER" dimension are not exceeded. M lN,:.CLEA RANCE-:-'. :'M.IN.:. CLEA RANCE M. TO'M -ASONRY.'- -::::-':--TO-ADJACENT-- ANCHOR::': 2" 49' in • 4" OUTSWING INSWING DUTSWING INSWING IN91Sri DETAIL I Attach surface bolt strike plate to frame as shown (Outs\ming) Cn4O W) CN Eq W) C4 LQ LOCN J HINGE JAMB DETAIL I Attach surface bolt 12 strike plate to frame z as shown (Inswing) 10 64 kSONF ENINi FRAM FRAME ANCHORING Masonry 1 X buck construction rs may be adjusted to maintain the min. W ON CENTER" must be adjusted to tar joints, additional concrete anchors V CENTER" dimension ore not exceeded. MIN:'CLEARANCE: -MIN. CLEARANCE, TO -MA SONRY:.:.:::::...TO. ADJA C ENT..:. HINGE JAMB LATCH & DEADBOLT DETAIL in N LOC4 67 00 63 DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) INSWING OUTSWING INSWING FUNGEDETAIL Aftac strike ; as sh. 65 66 00 WO 63 IL nvvv Z t i/-+ 1`I1CIII.CrI arn%..Ln JICCL WOOD 25 SILICONE CAULK SILICONE ETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC ICRETE CONFORMING TO ACI ORMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL REW STEEL 29 8-10 X 1-1 /7' PLASCREW STEEL E SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD E SCREW STEEL 32 DOOR BOTTOM SWEEP PVC STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 1.15' MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS E SCREW STEEL 41 DOOR SKIN; .125" MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASSHEATHER -STRIP FOAM VEATHER-STRIP FOAM 42 TOP RAIL COMP. STEEL 43 LATCH STILE WOOD STEEL 44 HINGE STILE WOOD IGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP. STEEL 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE IL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS PVC 51 SIDELITE TOP & BOTTOM RAIL COMP. PVC 52 SIDELITE STILE WOOD ATURE SERIES STEEL 60 1 /7' SURFACE BOLT SPACER STEEL STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .25" THK. STEEL STEEL 2 WOOD 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL WOOD 63 SURFACE BOLT STRIKE PLATE STEEL E SERIES (780) STEEL 64 13116'X 10 X 2-1 /2" PFH SCREW STEEL APE 65 2-1 /4" PFH ITW CONCRETE SCREW STEEL i 66 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4" PFH ITW CONCRETE SCREW STEEL 16 OUTSWING SIDELITE Spacer 2.14' 1.69" N O I low sivgp_FACE THRESH 5.75' R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass 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 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Testinq Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Sinned & Sealed by Lyndon F. Schmidt, P.E 3. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) 5 rae"`C'fpG,rc Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and oeo ,.• ` • Aso Management Institute, certifying that Therma Tru Corporation is oZ a manufacturing products within a quality assurance program that complies - with ISO/IEC 17020 and Guide 53. i•l-; f I_ !Lyndon F. Schmidt, P.E. 0 FL PE No. 43409 ti • i; t ; ; ,' 10/16/2017 Sheet 1 of 1 ,C • <; VVVKJ ssic-Craft® ERGLASS DOUBLE DOOR INSWING / OUTSWING NON -IMPACT" and is in compliance with the 6th Edition (2017) Florida Building Code ling the "High Velocity Hurricane Zone" (HVHZ). ind spaced as shown on details. Anchor embedment to base material 1cco. ict is required to be protected with an impact resistant covering that BC. HVHZ" requiring wind borne debris protection this product is required to ant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. nchoring of these units shall be the some as that shown for 2x buck ie details of this drawing require further engineering analysis by a hitect. istal sill item #39 under active doors meet water infiltration requirements ig configurations using sill items #31 & #33 under the active door do not nents for the "HVHT'. Inswing units shall be installed (in the "HVHT') only in le locations protected by an overhang or canopy such that the angle verhang to sill is less than 45 degrees. TABLE OF CONTENTS 74.S' MAX. OVERALL FRAME WIDTH I , I 1 0 9 0 ZZ N Z O 0 0u, x w w = w Q U J U— J J a w w o > o X a X Q b a o. DESIGN*'PRESSURE n ral notes :.:.. gn pressures g :....;..::.." :0.1/ERALL.::..::: :..:.:.:::.:.::.......:: WITH : T: RFA .`s;.:- := S .WING::.:.:.:::::;.:FRAME:..;:::: ;: : ;:;:.::::.::.::.;:.:.:.: ::::::.;:;:.:.;.;:;:;: ;;.;:: ;: DIMENSION:.:.: ::.....:.........:.::...::. . ::. w w r rr • • r I/ TI• Ire I\/Ir rT1\ //` EXTERIOR 40 EXTERIOR 4.11" 1.48" 1 2 42 TOP RAIL 43 LATCH STILE . 1.49" OAK (SG >= 0.67) INTI 0.1 S' C'SINK TYP.) INTERIOR EXTERIOR 0 I Vo r Oil• • 4 A 4 A 4 INTERIOR EXTERIOR INTERIOR L z0 i W CAICKIVK 4 VERTICAL CROSS SECTION 4 Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements 1114 fERiOR E a a e d' c d W C64 63 v jj\\\,' a INTERIOR EXTERIOR Q VER77CAL CROSS SECTION vShown w/l X sub -buck INTERIOR 8 63, MASONRY OPENING 2X BUC comers may be adjusted to maintain the min. BUCK ANCHORING I as 'MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors IAX. ON CENTER" dimension are not exceeded. MIN::CLEARANCE": MIN:..CLEARANCE: TO MASONRY:.::::: `::TO ADJACENTDMENT:;::::.......:.:..::::.:.:..:..... ...:.:..:. .:.......:...:......... EDGE:'::;'::::::::..:.:::.ANCHOR:-.- I IA" 1 SEE DETAIL iEAD MBS ASTRAGAL SHOWN FOR REFERENCE ONLY i -- W FAIL F TYP SILL I Ilk r r r FRAME ANCHORING sonny 2X buck construction for DP <= 48 PSF ASTRAGAL STRIKE JAMB e comers may be adjusted to maintain the min. d as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors MAX. ON CENTER" dimension are not exceeded. CLEARANCE;:: MIN. CLEARANCE. TO` MA'.SONRY.:::::.::TO. CENT.::,:.". DMENT ...........::.:..:. ,.:....:.::.........:.:.......... 1/ 4n 4" v MASONRY TYP. HEAD OPENING g JAMBS FRAME 2X BUCK, r DETAIL 1 I I I10 7 SEE DETAIL Hill _ SEE DETAIL r r rr Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63 65 66 0 ASTRAGAL SHOWN FOR — REFERENCE X ONLY _ O F TYP. SILL — I r r r FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 6OPSF DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Inswing) 64 e HINGE JAMB K 10 HINGE DE SEE DETAIL BEAD MBS ASTRAGAL SHOWN FOR REFERENCE ONLY i F TYP. FAIL — SILL I FRAME ANCHORING sonny 1 X buck construction for DP <= 48 PSF ASTRAGAL STRIKE JAMB ie comers may be adjusted to maintain the min. d as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors MAX. ON CENTER" dimension are not exceeded. M N...CLEARANCE' MIN.. CLEARANCE: TO MA:SONRY..:':.::O.;ADJACENT:'; ED.MENT::":: :::. ...::.:.....:. ANCHOR.:. .':;:;: nn In Q) MASONRY7 TYP. HEAD OPENING JAMBS FRAME 1 X BUCK SEE DETAIL - 171 DETAIL 1 Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63 65 66 0 10 SEE DETAIL ASTRAGAL SHOWN FOR — REFERENCE ONLY _ G? U O F TYP. I SILL — FRAME ANCHORING Masonry 1 X buck construction for DP > 48 PSF and DP <= 6OPSF DETAIL 1 Attach astragal/surface bolt strike plate to frame as shown (Inswing) 64 o Ui C4 Iq LON Lq Nl HINGE JAMB 8" 18.39' 95.25' 20.0' 18.5' 14.38" 13) TY P. 13 TYP. 3.25' SEE NOTE 1( 3 4 II- - 0.06'co IqCV 10 L"- 0.13, ASTRAGAL DETAIL TYP. 13 ED 4.5' 3.25' 7' 0.75' TWDr)%Al ATTWPT/lP ANf1 rrvvv WOOD ONCRETE SCREW STEEL CRETE CONFORMING TO ACI RMING TO ASTM C90 CONCRETE EW STEEL E SCREW STEEL SCREW STEEL SCREW STEEL SCREW STEEL STEEL 1.15' MIN. EMBEDMENT STEEL ALUM. STEEL STEEL Z ALUM. EATHER-STRIP FOAM EATHER-STRIP - FOAM STEEL HINGE TO FRAME) STEEL STEEL 4TURE SERIES STEEL WOOD WOOD SERIES 780 = STEEL STEEL STEEL ZOFILE ALUM. / WOOD PVC LE THRESHOLD ALUM.COMP. ALUM. OR PANEL DETAIL SHEET FOR DETAILS RGLASS BY THERMA-TRU 6,000 PSI FIBERGLASS COMP. WOOD WOOD COMP. DENSITY POLYURETHANE STEEL X-25" THK. STEEL STEEL 4LE END X 1-3/4" L. STEEL STEEL 4.00 En cl o f 2.36" --i 881920 HEAD 6 SIDE Jamb in ui 2.20" --j I Ti- 4.63" 0 31 BUMP FACE THRESHOLD LOW PROFILE 5.75' l E"• SELF ADJUSTING SADDLE THREHOLD33 En cl0 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door w/ Sidelites Doors Assemblies Edgerton, erton OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.10 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.10 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by No. FL 15036.10 RW Building Consultants, Inc. (CA#9813) tC aatsc;lsgp,• Lyndon F. Schmidt, P.E. 3. Calculations Prepared by o°` c"' °'1'' •9 Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) 0co° .•' G i 11! S • ; so yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. m ' 4. Quality Assurance Certificate of Participation issued by National Accreditation and Managemer.11 Institute, certifying that Therma Tru Corporation is manufacturing products -O t_ = { Lyndon F. Schmidt, P.E. within a quality assurance program that complies with ISO/IEC 17020 and S i t — oi- • ,•' a O ° ° ! - FL PE No. 43409 Guide 53. : "c•• A% r 4' •° Aoy 10/16/2017 Sheet lofl a C v, 4• l;! •:?ywo Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. fvv1%v sic -Craft® SS DOUBLE DOOR W/ SIDELITES NSWING / OUTSWING NON -IMPACT" id is in compliance with the 6th Edition (2017) Florida Building Code ing the "High Velocity Hurricane Zone" (HVHZ). id spaced as shown on details. Anchor embedment to base material Xo. t is required to be protected with an impact resistant covering that 1C. HVHT' requiring wind bome debris protection this product is required to mt covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. choring of these units shall be the same as that shown for 2x buck b details of this drawing require further engineering analysis by a iitect. tal sill item #39 under active doors and all sills used under sidelites meet V HT'. I configurations using sill items #31 & #33 under the active door do not ents for the "HVHT'. Inswing units shall be installed (in the "HVHT') only in locations protected by an overhang or canopy such that the angle erhang to sill is less than 45 degrees. TABLE OF CONTENTS an pressures & general notes Glazing detail s 105.5' MAX. OVERALL FRAME WIDTH Oz ZZ 3 H h z O M 0w W W U- J J Q W O LU O e Q X iQ o y a 10 o• 0.67) tAltKlUK w 4.11 bo 1.49" 3Ur-,.48° 7 -T Ep Clt LsL T— 44 42 46 EXTERIOR INTEF d uimf--c cri a n ltnTTnAA PAII 5" GLASS BITE 23 EXTERIOR 25/ 71", INTERIOR 25 E iG >= 0.42) frame screws) is SEE NOTE 1 22' 25 q.J 29 G GLAZING DETAIL 5 insulated glass w/ smc lite frame INTERIOR S' GLASS BITE 1/2" MIN. 26 GLASS THK. 25 EXTERIOR 1 /8" TEMPERED GLASS FAIR SPACE 1/8„ TEMPERED GLASS INTERIOR 25 1.08" I 1.53, 22' J 25 24 G 1 GLAZING DETAIL 5 insulated glass w/ pvc lite frame 1.08" l LJ1J o I--1.53' --I 1/2" MIN. GLASS THK. 1 /8" TEMPERED GLASS FAIR SPACE 1/8" TEMPERED GLASS EXTERIOR 18 29 SEE NOTE 1 14 50 11 INTERIOR 0 L EXTERIOR 20 0.15' I-- CSINK TrP.) . 1 RIZONTAL CROSS SECTION V-1 91 wing shown - inswing approved 5 4 3 6 6 6 nb od fical 31 ", INTERIOR EXTERIOR 0.15, CSINK --I nP.) I 8 7 4400 J C 3 4 5 5 5 5 20 14 11 Q SEE NOTE 1 Q2 10 J r5o INTERIOR WA EXTERIOR 5 HORIZONTAL CROSS SECTION 4 Shown w/1 X sub -buck 0.15, CSINK -- { n,P.) I 8 7 EXTERIOR 40 INTERIOR 10 20 12 C v V c v Z INTERIOR L r' VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHZ" Water infiltration requirements z Cd w 2 VERTICAL CROSS SECTION 5 Shown w/1 X sub -buck n EXTERIOR // INTERIOR z D L rMN M En z 0- SEE NOTE 1 EXTERIOR ERTICAL CROSS SECTION utswing shown - inswing 3Iso approved EXTERIOR SEE NOTE 1 l M EXTERIOR 50 UA z: a: C) U N W a a a d' a e e ° e e E INTERIOR 5 VERTICAL CROSS SECTION 6)Outswing configuration J P FA 0FEEV/,/ M,0040 Shown w/1X sub -buck NOTE: 1. Anchors ass'y thru sill at 4" in from ea( INTERIOR EXTERIOR ill ASTRAGAL AND MULLIONS SHOWN FOR . REFERENCE ONLY BUCK ANCHORING s comers may be adjusted to maintain the min. i as "MAX. ON CENTER" must be adjusted to to mortar joints, additional concrete anchors AAX. ON CENTER" dimension are not exceeded. 1/4" 2" 4" 1 /4" 1" 4" MASONR' OPENING FRAME 1 2X BUCK ASTRAGAL STRIKE JAMB DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63) 65x66 I I I I I i t I I I SEE DETAIL I I 1 L TYP. HEAD JAMBS ASTRAGAL SHOWN FOR TYP. REFERENCE ONLY N F TYP. SILL I SEE DETAIL FRAME ANCHORING Masonry 2X buck construction U v DETAIL I Attach astragal/surface bolt strike plates to frame as shown (Inswing) 6479. LATCH d DEADBOLT DETAIL 10 3J 0 LON N Iq N J HINGE JAMB 12 10 HINGE DI SEE DETAIL J TYP. HEAD JAMBS ASTRAGAL SHOWN FOR TYP. REFERENCE ONLY F TYP. SILL SEE DETAIL FRAME ANCHORING Masonry I X buck construction s may be adjusted to maintain the min. X ON CENTER" must be adjusted to arjoints, additional concrete anchors I CENTER" dimension are not exceeded. MIN"-.i-CLEARANCE.:.'MIN.:.CLEA'PA'NCE' TO:MASONRY-.-'-.: ---'TQ*-ADJACENT--.'--'-' to Cl) Iq A Lf) C14 4 LOC*4 0 HINGE JAMB. to LATCH & DEADBOLT i HINGE DETAIL 9 63 67 1.88" 18.39' 95.25' 20.63' 13) TYP. TYP. 3.25' SEE NOTE 1( 3 4 1. 91co CV i-- 0.13. ASTRAGAL DETAIL TYP. 13 4.5' 3.25' 0.75' THROW AT THE TOP AND WOOD 22 1 /8 THK. CELLULAR GLAZING TAPE WOOD 23 PLASTIC LIP LITE FRAME (SMC) PVC 4CRETE SCREW STEEL 24 1 /4" INTERCEPT SPACER STEEL ONCRETE CONFORMING TO ACI NFORMING TO ASTM C90 CONCRETE 25 SILICONE CAULK SILICONE 26 PLASTIC LIP LITE FRAME PVC PVC SCREW STEEL 27 LATCH STRIKE PLATE STEEL RETE SCREW STEEL 28 DEADBOLT PLATE STEEL RETE SCREW STEEL 29 K40 X 1.79" PT THREAD MAJOR DIA. 4.OMM SCREW STEEL RETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD EW 1.15' MIN. EMBEDMENT STEEL 32 DOOR BOTTOM SWEEP PVC STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. BETE SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. ALUM. 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS STEEL 41 DOOR SKIN; .125' MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS STEEL DINER ALUM. 42 TOP RAIL COMP. N WEATHER-STRIP FOAM 43 LATCH STILE WOOD N WEATHER-STRIP FOAM 44 HINGE STILE WOOD STEEL 45 BOTTOM RAIL COMP. W STEEL 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE 1 FINGER JOINTED PINE WOOD 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS REW STEEL 51 SIDELITE TOP & BOTTOM RAIL COMP. STEEL 52 SIDELITE STILE WOOD NAIL STEEL 60 1 /7' SURFACE BOLT SPACER STEEL PVC 61 IVES SURFACE BOLT #454 8.0" L. X .25" THK. STEEL STEEL PVC 62 1/4-20 SEX BOLT W/ 1/4-20 FEMALE END X 1-3/4" L. STEEL IGNATURE SERIES STEEL 63 SURFACE BOLT STRIKE PLATE STEEL STEEL 64 10 X 2-1 /2"PFH SCREW STEEL 0.42 WOOD 65 3/16' X 2-1/4' PFH ITW CONCRETE SCREW STEEL 2 WOOD 66 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4" PFH ITW CONCRETE SCREW STEEL Lo E 2.":: 1.68" --{ Lo 2.17' 16 OUTSWING SIDELITE Spacer 114" 1.69" -- ch 1 /2h2018 Florida Building Code Online 0 0uaa Business 8 Professional Regulation 505 Home I Log In I User Registration I Hot Topics I Submit Surcharge I 5tats & Facts, I Publications I F13C 5tatt 1 13us Site Map I LInIcs I Sear. dba a r 1 Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application 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 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Standard AAMA/ WDMA/ CSA 101/I.S.2/A440 Method 1 Option D Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 hfps://www. floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWidku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d°/a3d Year 2008 1/ 3 1 /2/2018 Date Approved Florida Building Code Online 10/10/2017 mmary of Products FL # Model, Number or Name Description 15332.1 SERIES'420'ALUMINUM SGD --' -' - SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00500E.p_df Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510807D.odf at b e n it a 15332.2; SERIES_ 420_ ALUMINUM SGDI SERIES 420 ALUMINUM SGD_ OX, XO, XX 96"x80"- NON REINFORCED,' Limits of Use Installation Instructions, Approved for use in HVHZ: No _ FL15332 R4 II 08-00498E.Ddf Approved for use outside HVHZ: Yes, Verified By: Luis Roberto Lomas 62514;__ Impact Resistant: No, Created by Independent Third Party: Yes' Design Pressure: N/k Evaluation Reports, FL15332Other: REFER TO APPROVAL DOCUMENT_ FOR DESIGN PRESSURE' R4 AE 510805D.odf' -- RATINGS, Created by Independent Third Party:_ Yes) REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE Installation Instructions FL15332 R4 II 08-02248C.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 512968C.Ddf r 15332., ISERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96', 10 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-02249C.Rdf, - Approved for use outside HVHZ: Ye ;- ;Verified By: Luis Roberto Lomas 62514, Impact Resistant: No; Created by Independent Third Party_Yes) Design Pressure: N/A, _ _ Evaluation Reports, Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE , 'FL15332 R4 AE 512969C.Ddf RATINGS,' Created by Independent Third Party: Yes) REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.6 I SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.7 I SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE l32.8' I SERIES 430/440 ALUMINUM SGD, Installation Instructions FLIS332 R4 II 08-02250C.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 512970C.Ddf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" Installation Instructions FL15332 R4 II 08-00499E.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510806D.12df Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" Installation Instructions FL15332 R4 II 08-00501E.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510808D.pdf SERIES 430/440 ALUMINUM SGD XXX_ 143"x80" NON-j REINFORCED' Limits of Use I Installation Instructions https://www.fl 1 /5/2018 Apdpr ovefor use in HVHZ: No)— _-_ FL15332 R4 II 08-00502E.Ddf, Approved for use outside HVHZ:__ Yes) Verified By: Luis Roberto Lomas 62514 - Impact Resistant: No, -Created by Independent Third Party:-Ye_s) Design Pressure: N/Ak __ _ PR_ Evaluation Reports; Other: REFER TO APPROVAL DOCUMENT FOR DESIGN ESSURE) FL15332 R4 AE 510809D.Ddf RATINGS' Created by Independent Third Party: Yes 15332. 9 SERIES 430/440 REINFORCED' SERIES 430/446 RE_IN_FORCE_D ALUMINUM SGD XX_X 143"x96", ALUMINUM SGD; - - Limits of Use', _ Installation Instructions Approved for use in HVHZ: No; _ FL15332 R4 II 08-00503E.pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No; Created by Independent Third Party: Yes Design Pressure: N/A' Evaluation Reports_ Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510810D.Pdf, RATINGS• Created by Independent Third Party: Yes The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not ME supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen! under Chapter 455, F.S., please click here_. Product Approval Accepts: 0 Credit Card Safe https:// floridabuilding.org/pr/pr_app_dtl.aspx?param--wGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 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 RFOUIRFD FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SIAS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER), 0. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. X0, XX, XP, PX, XIP, PIX. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS RM04 cespapnom Iu1c APPROVO ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. SIGNED: 0&20/2017 MI WINDOWS AND DOORS LLC 1T7111,1,V/ 650 WEST MARKET STREET g R. L pf/i GRATZ, PA 17030 GENS'9d1 y i• ' sloyt?cD* SERIES 420 SGD 96" X 80" NON —REINFORCED a~G SiNOTES E ¢= pOF SATlot. IIRAYN: 0+'G NO REV 08- 0-0 E s'011l^I11?\``\ LU15 R. Lomas P.E. FL No.: 62514 ScAu NTS — 02/23/09 1 OF 10 L ROBERTO LOWS P.E. T4Y WOOOFORO RD LFWZSVXLE NC 27071 N+ #- 6&&0M rmnusowww cvm 96* MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART d3 FOR NUMBER OF LOCATIONS REQUIRED 17" r6" MAX I MAX I 6+ MAX O.C. 6" MAX 17' MAX O.C. O X 80' T MAX FRAME / HEIGHT / L6' SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RA nNG 40.OPSF NONE SEEGHARTS ai AND 02 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 481R'x79' 2 MAXIMUM D.L.O.: 44 W x 74 5V HARDWARE SCHEDULE FIAT MOUNTED HANDLE SET (PART 099-04-145) LOCATED 38 314' ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (PART XW17.195) AT EACH EN D OF PANEL BOTTOM RAILS I1tSM%FnON ADDEO CHARTS REVISED PER NEW TESTING ADDED FLANGE AND FIN INSTAUATIONS REVISED INSTALLATION DETAILS REVISED INSTALLATION DETAILS CHART/7 WHERE WATER INFILTRATION RESISTANCE IS REOUIRED. SEE NOTE 9 SHEET I Design pressure chart (pso Frarro Single Pawl and Total Frarro Width (in) hi 30.0 3&0 420 4&0 Cam) 60.00 7200 ROO g6.00 PCs I Nap PCs I Nog PCs Noe Pos Nap 80.0 40.0 55.1 40.0 482 40.0 43.4 40.0 40.0 CHART 42 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET 1 Design jamssu chart (psO Frarre Shgb Parlol8rld Told Frame Width (in) Fbight W 30.0 36.0 1 420 1 4&0 60.00 7200 1 34.00 96.00 Pos I Noe Pas I Nog I Pas I Nog Pas I Hog 80.0 55.1 1 55.1 482 1 48.2 1 43.4 1 43.4 40.0 1 40.0 CHART F3 Numbor 01`8111chorlOCatlonsroQulrod Fran Singlo Panel and ToLat From Width (in) Ha% 111 30.0 36.0 420 4A0 In)60.0 720 84.0 9&0 HdS Jamb H65 Jamb I H&S Jamb HdS Jamb 80.0 4 5 5 5 1 6 1 5 6 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON -REINFORCED ELEVATION F.A. 1 08-00498 1 E I"""' NTS Io"E 02/23/09 1-2 OF 10-1 L R08ERTO LOWS P.E. 1432 WOODFORD RO LEWISvxLE. NC T.= 434-M4609 r4wnza6rbm&4w. DATE APPROVED 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: 0612012017 kjI IL RO GENSF A ; STTATTirE OF : - OF i 77s'ONA 11EeV' Luis R. Lomas P.E. FL No.: 62514 6' MAX 6- MAX 17' MAX O.C. 80' MAX FRAME HEIGHT 6' MAX 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD h JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 17' MAX rQ.C. I 6' MAX CHART f4 Humber olagebow rowUonS rovulrad Framo Sh& Avid ana Told Lku wkb (h) y sa0 st0 42.0 4L0 no 4.0 OLO AILS iamb HLS I iamb HLS Jamb HLS Jamb 00.0 4 s s s 6 1 s 8 s SERIES 42LI SGD EXTERIOR VIEW 2) ANCHORS PER LOCATION AT SILL DESlGNPRESSIJRERAI7NG IMPACTRATING SEE CHART 14 FOR NUMBER OF t40.0PSF NONE LOCATIONS REQUIRED SEE CHARTS Ni AND A2 SHEET 2 FOR OTHER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE: 48 11Z x 79' 2 MAXIMUM D.L 0.: 44 W x 74 &r HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (PART 099-04.145) LOCATED 38314. ON CENTER FROM PANEL METALLIC TANDEM ROLLERS (PART 099.17-196) AT EACH END OF PANEL BOTTOM RAILS REVLLONS 0CSUCPn0N DATC A PRO/ED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FIANCE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80* NON —REINFORCED FIN ELEVATION DRAWM ONC NO. F•A• 08-00498 wut NTS D"K 02/23/09 5'UT3 OF 10 L R061ERTO LOMAS P.E. 74V WOODF RD RD LEwLSVr1LE, NC 27027 434.6".0609 '90 SG*bMAgpomm SIGNED: 0612012017 GEMS 9s 0 TTATT+FFE OFcc Z 14 F ORIOP• ? Of AL Luis R. Lomas P.k. FL No.: 62514 1/2" MIN. EDGE DISTANCE WOOD FRAMING 1 3/8" MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/4" MAX. SHIM hI10 WOOD SPACE SCREW EXTERIOR II II II II INTERIOR 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS NOTES: f. INTERIOR AND EXTERIOR FINISHES BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 1 3/8" MIN. EMBEDMENT T-- 1/2" MIN. EDGE DISTANCE E SET IN APPROVED SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. VENT MIN. STANCE REVISIONS OESCiEP710tt DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 RL ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/l7 1 /4" MAX. SHIM SPACE ; F (—' INTERIOR DADA 4 • EXTERIOR ' JAMB INSTALLATION DETAIL WOOD FRAMING OR ZX BUCK INSTALLATION SIGNED: 06/2W017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 t 11+rIII,, g R. Lp/// DENS F` 0 51 x _ SERIES 420 SGD 96" X 80' NON —REINFORCED FRAME INSTALLATION DETAILS o( y • TAT OF 0 = 0' ct.•A 0RIDl--, DRAWM DWG No. Wv F.A.08-00498 Ei1'S ONAI-'E \ scut NTS DATE 02/23/09 4 OF 10 Luis R. Lomas P.E. L ROBERTO LOMAS P.E. 14M WOODFORD RD L.EW7SVILLE. NC DO2J ron 434-W 0609 rw rorrurp cum FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF ORIWNG SCREW METAL STRUCTURE BY OTHERS 1/2• MIN. EDGE DISTANCE EXTERIOR 1/4• MAX. SHIM SPACE d10 SMS OR SELF DRILLING SCREW INTERIOR ALL TO BE SET IN L BED OF WPROVED SEALANT 1/2' MIN. VERTICAL CROSS SECTION EDGE DISTANCE METAL STRUCTURE INSTALLATION NOTES. I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 T_ 1/2- Mil EDGE DIST/ I 10 SMS OR SELF DRIWNG SCREWS METAL STRUCTURE BY OTHERS c v ne oESua?noH DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING W/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 06/20/2017 MI WINDOWS AND DOORS LLC I+-n,, 650 WEST MARKET STREET R OTj /ice GRATZ. PA 17030 v •GENp.7 i TA51 *= SERIES 420 SGD 80' NON —REINFORCEDFRAMEXFRAMEINSTALLATIONDETAILS y OF F-coRto• i is/jONA11F V\ oRAwrr o111 no Tar E scuF NTS at1 02/23/09 jS`w0858 OF 10 L.ula R. Lomas P.E. L ROBERTO LOMAS P.E. li1Y WOODFORD RD LEWISVILLE. AC 27023 u.-saa-OW9 .ean+mom„p..com FL No.: 62514 1 1/2" MIN 1" MIN. REVISIONS REV DESIRPnw DATE APPROVED SEPARATION EDGE DISTANCE A ADDED CHARTS 03/05/12 R.L. 8 REVISED PER NEW TESTING 10/29/13 R.L. 4 C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. s "• 1 1/4" MIN. EMBEDMENT D REVISED NSbLLATION DETAILS 07/30/15 R.L. CONCRETE/ MASONRY 1 1/4" MIN, EMBEDMENT E REVISED INSTALLATION DETAILS 06/20/17 R.L. BY OTHERS 1/ I" AIAX SHIM SPACE OPTIONAL 1 X BUCK 7 1- 1 /4` MAX. TO BE 1- SHIM SPACE PROPERLY SECURED MINMIN. INTERIOR NOTE 3 EDGSEEDISTANCESHEET1 3/16" TAPCON MIN EXTERIOR INTERIOR SEPARATION SILL TO BE SET IN A BED OF APPROVED SEALANT 3/16- TAPCON 3/16' TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS MASONRY/ CONCRETE OPTIONAL 1X• BUCK JAMB INSTALLATION DETAIL BY OTHERS TO BE PROPERLY CONCRETE/MASONRYINSTALLATION SECURED SEE NOTE 3 SHEET 1 a 1 1/4" MIN. NOTES; EMBEDMENT 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. a:•' NOT SHOWN FOR CLARITY. d' 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 SIGNED: 0612012017 z 7/6' MIN_F__ 1- MI"' SEPARATION EDGE DISTANCE MI WINDOWS AND DOORS LLC 111111r1IIxg650WESTMARKETSTREET VERTICAL CROSS SECTION GRATZ. PA 17030 G E N SF 9Ar CONCAETE/MASONRYINSTALL4TION SERIES 420 SGD I4p,j ;t X 80' NON —REINFORCED FRAMEFRAME INSTALLATION DETAILS clD , $TAT OF z oanwN: owc rro. as 0'° FS'1OR10P08T68ESOscuENTSWE02/23/09 OF 10 NIAIIIE?\` L ROBERTO LOA"S P.E. 14W WDODFORD RD LEW15VILLE. NC 27Q7J LUIS R. LOm'as P.E. 41+-6esaD9 mwna lTlAonu p mn FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK WSTALLATION NOTES: I. NTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED N ACCORDANCE WITH ASTM E2112 1/2' MIN. EDGE DISTANCE 1 3/8" MIN. EMBEDMENT 1 /4' MAX. SHIM SPACE 010 WOOD SCREW INTERIOR IE SET IN APPROVED SEALANT MIN. uIENT MIN. Lu1,L DISTANCE 1 3/8" MIN. EMBEDMENT I- 1/2' MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS REVISIONS OESCFgn N DATE APPROVED ADDED CHARTS 03/05/12 ILL. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L REVISED INSTALLATION DETAILS 06/20/17 R.L. 1 /4' MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLA77ON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS DRAvft Drc N0. F.A. 08-00498 V-qX NTS I D` E 02/23/09 "M7 OF 1 L ROBERTO LOMAS P.E. IAM WOODFORD RD LEMSVILLE NC V= aT-s Deo9 maR spo-tan.,n., SIGNED: 06/20/2017 CIO C,ENy.F'91Pi 0 61 --*= OR70 LuI3 R. Lomas P.E. FL No.: 62514 1/2• MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR F DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR ILL TO BE SET IN L BED OF OPROVED SEALANT 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINTSEAL NT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 1/2' MIN. EDGE DISTANCE 910 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS av D6cwvnoN DATE APPROVED A ADDEO CHARTS 03/05/12 RL O REVISED PER NEW TESTING 10/29/13 ILL C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 RL 0 REVISED INSTALLATION DETAILS 07/30/15 R.L E REVISED INSTALLATION DETAILS 06/20/17 R.L 1/4• MAX. SHIM SPACE . JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96` X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS DpAww Drc fro. F.A. 08-00498 scut NTS ' 0"IE 02/23/09 —8 OF 10 L ROHERTO LowS P.E. 14V WOODFORO RD LEWISVILLI; NC 27P27 434 rAo nas6WbmaAn,= SIGNED: 0612012017 lk. to C. ENqF qiP i 0 5 *= 7 A OF 01110G Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2- MIN 1" MIN. SEPARATION EDGE DISTANCE 1 1/4" MIN. 4. EMBEDMENTa6 _L 1/4' MAX. F SHIM SPACE 3/16- TAPCON EMBEDMENT 1 MIN. REVIS06 REV DESCRIP110N DATE APPROVED A ADDED CHARTS 03/05/12 R.L. 8 REVISED PER NEW TESTING 10/29/13 RA- C ADDED FLANGE AND FW INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 07/30/15 R.L E I REVISED INSTALLATION DETAILS 05/20/17 R.L. 1/4` MAX. I r SHIM SPACE MIN. EDGE DISTANCE - INTERIOR 71EXTERIORINTERIORMIN SEPARATION 3/16" TAPCON EXTERIOR SILL TO BE SET IN A BED OF CONCRETE/MASONRY El IE N La APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL IX BUCK CONCRETFIMASONRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, a r NOT SHOWN FOR CLARITY. a, 1 1/4" MIN. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE a! . 4. EMBEDMENT DESIGNED IN ACCORDANCE WITH ASTM E2I 12 SIGNED: 06202017 a MI WINDOWS AND DOORS LLC 650 W ELSrz'MPAKETO GREET RfsNO" 9 i27/8" MIN 1" MIN. J\5 V\C S',S SEPARATION EDGE DISTANCE SERIES 420 SGD 0 - VERTICAL CROSS SECTION 96' X 80' NON-REfNFORCEO/ EFLANGEINSTALLATIONDETAILS61c* TAT OF a 4, CONCRETE/MASONRYINSTALLATION DRAW' me Rp, OS-00 498 REV `•FCORvo • E OHAI`tG yG\\ oruENTS 02/23/09 9 OF 10 L. R=ERTO LONA.S P.E u zwDOOFORDRDLEw7SVUJAA 27W2 Luis R. Lomas P.E- 411486460 dwaalo m-W.WM FL No.: 6251d WOOD FRAMING BY OTHERS 8 WOOD SCREW 11/4" MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN 7/16- MIN EDGE DISTANCE 1/4 MAX l SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS APPROVED SEALANT TRIMBEHINDFIN11/4" MIN. 8 WOOD EMBEDMENT WOOD FRAMING SCREW 6Y OTHERS INTERIOR J 1/4" MAX. HOOK STRIP 7/16" MIN, EDGE DISTANCE EXTERIOR 1/2- MIN. EDGE DISTANCE L RENS04 DESCRIPTION DATE APPROVED ADDED CHMTB 03/05/12 R.L REVISED PER NEW TESTING 10/29/13 R.L ADDED FIANCE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTAUATION DETAILS 07/30/15 R.L REVISED INSTALLATION DETAILS 06/20/17 R.L 1 5/8" MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE J BY OTHERS HOOK STRIP ---- SHIM SPACE #10 SELF DRILLING SCREW INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS "4-9. NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 2X BUCK OR WOOD FRAMING BY OTHERS TRIM — INTERIOR HOOK STRIP —/ PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/2" MIN. EDGE DISTANCE 1 3/8- MIN EMBEDMENT SCREW OOD EXTERIOR INTEPANRLOCK HOOK STRIP INSTALLATION 2X BUCKANOOD FRAMING 44 n ' • 1 1/4" MIN. EMBEDMENT I BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED 3/16' TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY)CONCRETE MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FIN AND HOOK INSTALLATION DETAILS ORArre Dv0 NO. F.A.08-00498 WAL NTS I DATE 02/23/09 1 S'w 10 OF 10 L R09ERTO LowAS P.E. 142 NOODFORD RD LEN7SVRLE, NG-'7aW labeeac09 Pe.am SIGNED: 0612012017 511 1 f I ILr07j7 i eNS A TAT SE OF 4 FS'0R10T; Luis R. Lomas P.E. FL NO.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11_ FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL. BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD — MINIMUM SPECIFIC GRAVITY OF 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 18GA, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM15. APPROVED CONFIGURATIONS: OX, XO, XX. XP, PX. XIP. PIX TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS REV5MS REV DCSCPoPT*N DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 RL C REVISED INSTALLATION DETAILS 06/21/17 R.L. SIGNED: 0612112017 MI WINDOWSLLC 650WEST RDKET STREET 5111 111` O GRATZ, PA 17030 r ."G E 0 61 *= SERIES420SGDREINFORCEDWITHOUTADAPTER96' X 96' NOTES4E OF 2 V. L U8-02249 C z AL 011liil`\` sou[ DADA NTSt0/30/13 SHm t OF 10 Luis R. Lomas P.E. L ROBERTO LOADS P.E. 113T WOODFORO RD LEVWSVALE. NC270?1 434- 603-CM 'lomueLT,R,zwocom FL No.: 62514 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART §3 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX _.(_ 17' r MAX I I O.C. 6' MAX 6" MAX 1 17' MAX O.C. 96' MAX FRAME HEIGHT 6' MAX / SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATWG IMPACT RA71Np t35.OPSF NONE SEE CHARTS Of AND d2 FOR OTHER UNITS RATINGS NOTES: 1. , MAXIMUM PANEL SIZE: 48 112' x 9S' 2. MAXIMUM D.L0.:44Srx90S9' HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99.04-145) AT38 314-ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99.17.195) AT EACH END OF PANEL BOTTOM RAILS JMINUM6063-T6 REINFORCEMENT (G68) AT ALL PANEL INTERLOCKS CHART I1 WHERE WATER INFILTRATON RESISTANCE LS REOUIRED. CC= - a curer . RLV51016 REV DCSCRIPnON DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 RL Design Jw"wro ehad (psq 51r1Ob Panel W4 TOW Fram W4)N (N) H1 h) J0.0 J6.01 420 IAO 60.00 7200 a4.00 96A0 Pos No0 Pos mooPos Nee Pos I Np 4.0 40.0 58.4 40.0 50.9 40.0 45.7 400 420 to 40.0 552 40.0 4&0 40.0 43.0 394 39.4 92-0 40.0 SZa 40.0 45.4 40.0 40.6 37.1 37.1 96.0 40.0 49.8 40.0 43.1 3A.4 38.4 35.0 35.0 CHART A2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED. SEE NOTE 9 SHEET 1 Design Pm=re chart (psn Ho%hl Stlpb Panel ono Tow Frwm Wegh in) 30.0 JQO 420 1 IAA in) 60.00 7200 94.00 96 00 Pos Xp Pos Np Pas Np Pos H00 A4.0 58A 534 50.9 50.9 45.7 45.7 42.0 420 ARO 552 533 48.0 48.0 43.0 43.0 39.4 39.4 D20 621 5.4 45.aaO.A 40.6 37.1 37.1 9Q0 49.8 49.8 41, 43.1 38.1 3A.4 35.0 35.0 ruao - NumDrr o/ anChor 1-tiOnS ropuired Fm" SkObFondaroTowRaMWkM(in) Sawa 30.0 310 Opp 48.0 in) SOFA 720 A4.o 96.0 H&S Jamb His JambI Has Jamb H6S JrmD 0 4--f--6-1 5 1 8 1 6 I 6 B 8 Aa.O 4 8 5 1 6 8 1 6 6 6 a20 4 8 5 A A 6 8 6 96.0 4 6 5 6 6 6 6 8 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96' ELEVATION am NO. V.L 08-02249 11-4x NTS 54R 10/30/13' -2 OF 10 L R08ER70 LOUAS P.E. I'= WOODFORD AD LEWISVILLE. NC 27022 J•Iraa.oao9 /oamasQauwm,cP,mn SIGNED: O6/21/2017 LO,y O GEMSFgs Z51. ST(,AT+EE OF A Z, iFS • ZOR10P G? Luis R. Lomas P.E. FL No.: 62514 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART g4 FOR NUMBER OF LOCATIONS REQUIRED 6- MAX 17' MAXI- I--r O.C. — 6' MAX 117" MAX O.C. 96" I — MAX FRAME HEIGHT 6' MAX 6- MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT) g LLCHORS PER LOCATION EXTERIOR VIEW SEE CHART #4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACT RATING REQUIRED t35.OPSF NONE SEE CHARTS Of AND s2 SHEET2 FOR OTHER UNITS RATINGS HARDWARE SCHEDULE MOUNTED HANDLE SET (99-04-145) AT 36 314- ON CENTER FROMPANEL BOTTOM LUC TANDEM ROLLERS (99-17-195) AT EACH END OF PANEL BOTTOM PALS JM 6063-T6 RE W FORCEMENT (665) AT ALL PANEL INTERLOCKS DATE APPROVM A ADDED FIANCE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R. C REVISED INSTALLATION DETAILS 06/21/17 R.L NOTES: 1. MAXIMUM PANEL SIZE: 48 1/2' x 95' 2. MAXIMUM D.LO.: 44 SB' x 90 S8' CHART #4 Numbor of anchor looatfolumqulrod RM, Shgb F aml and Toml LHL WId01 (In) o9ti 30.0 36.0 410 48.0 In) 6a0 7z0 0 9" H&S lamb H&S Jamb H&S I Jamb H&S I Jamb 4.0 4 6 5 6 8 6 6 6 DAO 4 6 5 6 6 6 6 6 92.0 4 6 5 6 6 6 6 6 96.0 a 6 5 8 6 6 1 6 6 A SIGNED: OW1/2017 MI WINDOWS AND DOORS LLC 111I1I/II 650 WEST GREET fLE' SF9p,, GRATZ, PA 170 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 5 ><= 96" X 96" FIN ELEVATION STATE OF a= ORMM M No. nEv ii/'ohs FCOR10: 08 C ONA11 N`\ scuE NTS OAtE 10/30/13 p'aT39 OF 10 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEMSVLLLJ; NC 27029 Luis R. Lomas P.E. Lomas 4X-M4609 d mawklvmapswm FL NO.: 1/2- MIN. EDGE DISTANCE WOOD FRAMING 1 3/8• MIN. OR 2X BUCK EMBEDMENT BY OTHERS I 1/4" MAX. SHIM 10 WOOD SPACE SCREW Q10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2K BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21 r2 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN, ENT 11N, CVVG UIZTANCE 1 3/8• MIN. EMBEDMENT T- 1/2• MIN. EDGE DISTANCE ff10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS REV oEscRpnDN GTE APPROV[D A ADDED FIANCE AND n INSTALUTION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 08/03/15 R.L C REVISED INSTALLATION OETALLS 06/21/17 R.L 1 /4 MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0612112017 MI WINDOWS AND DOORS LLC Iltl11IIIII 650 WEST MARKET STREET GRATZ. PA 17030 1X ;Z'. LO v NS SERIES 420 SGD REINFORCED WITHOUT ADAPTER o St 9TA X 9OFRAMEINSTALLATION DETAILS 1 , TAT OF olum V-L08-02249 rnrc rro. rcC O . clOR10t;• i`r s STALE NTS °" 10/30/t 3 4 OF 10 1 A L ROBERTO LOALLS P.E. 14= WOODAM RD LEW1sVIU.E NC Tl027 Luis R. Lomas P.E. 434,68647W9 Wma l/tp yp,.mn FL No.: 62514 METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE r 1/4• MAX, 0 r SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR II II • II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLA77ON NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 T 1/2" Mil EDGE DIST< I 010 SMS OR SELF DRIWNG SCREWS METAL STRUCTURE BY OTHERS RVASX S REV DCSCFCP ON OA1E AVPROVEI) A ADDED FLANGE AND FIN WSTAUATION 12/10/13 R.L 8 REVISED INSTALLATION 'DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/t7 R.L. JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALLATION - SIGNED: M21,2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET wx1111III17/, S IR tolj i GRATZ, PA 17030 OEHS •q, F- 0 5 *= SERIES 420 SGD REINFORCED WITHOUT ADAPTER 9X 9 FRAME INSTALLATION DETAILSQ• SAT OF E : cU= COR1a; • '\\ DRAIxoticN0. REV V. L 08-02249 C is`r70NAL IIf11111111 SCALEN75 °`TE 10/30/13 T5 OF 10 as P.E.LUISR. Lomas L ROBERTO LOMAS P.E. 14MWOODFORDRDLEMSWU& NC270b 43& 088.060 r110 >r o-lo2usp,m,, FL No.: 1 1/2' MIN 1' MIN. SEPARATION EDGE DISTANCE DNS REV DESULP110N DATE APPROVM A ADDED FLANGE AND FIN INSTALLATION 12/10/13 FILL B REVISED INSTALLATION DETAILS 08/03/15 R.L C REVISED INSTALLATION DETAL S 06/21/17 R.L 1 1/4' MIN. EMBEDMENT 1 1/4' MIN. CONCRETE/ a; EMBEDMENT MASONRY BY OTHERS 1/4' MAX. SHIM SPACE OPTIONAL 1 X BUCK To BE I A ' 1/4' MAX. 1 • SHIM SPACE MIN. ' rPROPERLY INTERIOR SECURED EDGE DISTANCESEENOTE3 SHEET t 3/16' TAPCON MlAI e SEPARATION ' EXTERIOR INTERIOR o '. • . SILL TO BE SET IN A BED OF o ' APPROVED SEALANT 3/16' TAPCON A. EXTERJOR 3/16' TAPCON CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL MASONRY CONCRETEWSONRY INSTALLATIONOPTIONAL CONCRETEE PROPERLY BY OTHERS SECURED SEE NOTE 3 SHEET 1 4' T NOTES: 1 1/4' MIN. 1. INTERIOR AND EXTERIOR KNISHES. BY OTHERS. n• EMBEDMENT NOT SHOWN FOR CLARITY. 4 4. Q . 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE c DESIGNED IN ACCORDANCE W/TN ASTM E2112 SIGNED: 0921 /2017 MI WINDOWS AND DOORS LLC +++III11IIi2 PAR MIN SEPARATION EDGE 650 WEST MARKETSTREET REN 0,'9 vGVERTICAL CROSS SECTION SERIES 420 SGO REINFORCED WITHOUT z *•"TARF CONCRETEANASONRYINSTALLATION 96' X 96'FRAME INSTALLATION DETAILS -p cc ORAowc rro. xN REV 'F• jP[OR1D• V.L. 08-02249 C uxc NTS °" TE 10/30/13 6 OF 10 ij NAL1E+` L ROBERTO LOMiLS P.E. Luis R. Lomas P.E. 1432 WOODFORDRDLEWISVB.L.E NC Spa P.E. 4344M-06n d us®at masp,mm FL No.: 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1 3/B" MIN. OR 2X BUCK ' EMBEDMENT BY OTHERS 1/4" MAX. SHIM SPACE 10 WOOD SCREWS EXTERIOR ILU W J INTERIOR f0 BE SET IN OF VED SEALANT 10 WOOD SCREW WOOD FRAMINC OR 2X BUCN BY 0... — MIN. BENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. T. WTER/OR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 RVOSON5 De=dpn0N OA7E APPROvm A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 3/8" MIN. 1/4' MAX. EMBEDMENT SHIM SPACE 1/2" MIN. INTERIOR EDGE DISTANCE n Ii EXTERIOR 7- L WOOD FRAMING JAMB INSTALLATION DETAIL OR ZX BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS SIGNED: 0612112017 WI WINDOWS AND DOORS LLC 011111111/,, 650 WEST MARKET STREET GRATZ. PA 17030 5 R'. LO //i- v . \ C£Ns SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 51 96" X FLANGE INSTALLATION DETAILS TIO0 — roE _ 0 , TAT OF ss, 0in•-•, ORAWftpyF, NO, 08ls' w79 RLV C s« Lc NTS °- 10/30/13 OF 10 11IjIAj11 0G\\` L ROBERTO LONAS P.E. 1Iy WOODFORO RD LEWISV414 NC Dp2J LUIS R. Lomas P.E. dJ""- XW Vim,,, FL No.: 62514 1/2* MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 /4• MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR 1 TO BE SET IN BED OF PROVED SEALANT 1/2- MIN. EDGE DISTAN( 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS ROr@016 REV OLSv11pnoN DATE .PPRwFy A ADDED FLANGE AND FIN INSTALLATION 12/10/13 rR L. 8 REVISED INSTALLATION DETAILS 08/03/15 C REVISED INSTALLATION DETAILS 06/21/17 .L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION ' MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96' FLANGE INSTALLATION DETAILS DRAYft OWG N0. I R V.L. 1 08-02249 CAU NTS lof 10/30/13 —8 OF 10 L ROBERTO LOMA9 P.E. 1432 WOODFORD RD LEWISVCLE. NC 27= 434480,0609 trbrt atyr.cvm SIGNED: 0612112017 SR I IL/O A. STAT 6EOF : tom. O. ONA 11' E \\ Luis R. Lomas P.E. FL No.: 62514 1 1'/2' MIN. 1' MIN. FtEVMOra SEPARATION EDGE DISTANCE REV 0CSCFpTION DATE APPROWD A ADDED FLANGE AND FIN INSTAU,ATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS O8/03/15 R.L. 1 1/4' MIN. C REVISED INSTALLATION DETNLS 06/21/17 R.L CONCRETE/ °' a_ ' • EMBEDMENT 1 MASONRY EMBEDMENTBYOTHERS1/4' MAX. OP, SHIM SPACE 1X BUCKTIONAL TO BE 1/4" MAX. PROPERLY 1. ; , •a I SHIM SPACE SECURED MIN. `' INTERIORSEENOTE3 EDGE ` SHEET 1 DISTANCE 3/16' TAPCON EXTERIOR INTERIOR MIN. SEPARATION ' v SILL TO BE SET IN v ' A BED OF 3/16" TAPCON + 3/16" TAPCON APPROVED SEALANT . EXTERIOR CONCRETE/MASONRY JAMB INSTALLATION DETAILBYOTHERS - MASONRT/ CONCRETE/MASONRY BVSTALLATIONCONCRETEOPTIONAL1XBUCK BY OTHERS TO BE PROPERLY SECURED a • SEE NOTE 3 SHEET 1 NOTES: MIN. 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, e. 1 1 /4" NOT SHOWN FOR CLARITY. a. EMBEDMENT 2 PERIMETER AND JOINT SEALANT BY OTHERS TO SE DESIGNED IN ACCORDANCE WITH ASTM Elf 12 SIGNED: O6/2i/2017 2 7/8' PAR MIN, 1" MIN. III WINDOWS AND DOORS LLC \`711111II/, SEPARATION EDGE DISTANCE 650 WEST MARKET STREET `S FL- L 0 /// VERTICAL CROSS SECTION GRATZ, PA 17030 . •\L ENS 9s% SERIES 420 SGD REINFORCED WITHOUT ADAPTER *- v FCONCRETE/MASOAIRYWSTALLATION 6 „612# 96" X 96" + FLANGE INSTALLATION DETAILS ram' TAT OF p yW D V.L. owc OB-02249 REV i 8`S:=c.ORIID . G? SCALE NITS °ATE 10/30/13 .9 OF 10 C ii/S' QNAi1E0\ L ROBERTO LOMA.S P.E. LUTS R. Lomas P.E. 14= WOODFORD RD LEWISVRLE. NC Z707J 434-65E-0609 rpomu®kwvuy,,.00v, FL No.: 6251 t WOOD FRAMING 1/4_ MAX REV6gN5 REV oEStwatroNOTHERSISHIMSPACE DATEBYAPPRMM A ADDED FLANGE AND FW INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLAnoN DETAILS O8/03/15 R.L. INTERIOR n C REVISED INSTALLATION DEULLS 06/21/17 R.L. r 1 5/8MIN. EDGE DIST. 1 1/4• MIN. t TRIM n EMBEDMENT 1/ 4' MIN. T- a INTERIOR EMBEDMENT MASONRY/ CONCRETE APPROVED SEALANT BY OTHERS BEHIND FIN 7i EXTERIOR I BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE 8 WOOD PROPERLY SECURED SCREW MIN GE DI EDGEDISTANCE3/16' JAMB INSTALLATION DETAIL EXTERIOR TAPCON WOOD FRAMING OR 2Y BUCKlNSTALLATfON PANEL INTERLOCK HOOK STRIP INSTALLATION APPROVED a1ASONRYICONCAETE SEALANT 1/2" MIN. METAL STRUCTURE BEHIND FIN 1 1/4' MIN. EDGE BY OTHERS 1/2' MIN. B8 WOOD EMBEDMENT DISTANCE EDGE DISTANCE SCREW WOOD FRAMING TRIM BY OTHERS INTERIOR TRIM 1/ 4 MAX. SHIM SPACE 1 3/8' MIN. INTERIOR 7/ 16' MIN ` EMBEDMENT EDGE DISTANCE — HOOK STRIP STRIP 10HOOK SCR SELF DRILLING SCREW 10 WOOD PANE1'0L SCREWEXTERIORINTERLOCKINTERIOR EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION EXTERIOR HOOK STRIP INSTALLATION METAL STRUCTURE 2t SUCKAVOOD FRAMING SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET Iuuullf VERTICAL CROSS SECTION GRATZ, PA 17030 G E N Sty WOOD FRAMING OR 2f BUCK lNSTALLAT(ON SERIES 420 SGD REINFORCED WITHOUT ADAPTER p„!b * FOR SILL wSTALL4TlONSEE SHEETS 4-g. 96" X 96 NAILFIN h HOOK IMSTALLATION DETAILS OJ--(y` P • TAT OF NOTES: p:•R GRAwIIoMC ' 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,MRN NOT V. L iF• CORIO• SHOWN FOR CLARITY. 08-02249 2. PERIMETER AND SCALE C/,SS' JOINT SEALABYOTHERSTOBE NTS — 10/30/13 T10 OF 10 i7 ONA11 DESIGNED INACCORDANCEWTTHASTME21f2LROBERuB P.E. 1472 WOODFORD RD LE LEVWISVlLL£. AG77021LUISR. Lomas P.E. 4344n-om nwnu® ftwQ*rcM FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ,ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cda1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4•. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE OVERHANG RATIO a OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8• MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, CRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063—T5 .048" THICK -MINIMUM 15. APPROVED CONFIGURATIONS: XIX. SHEET NO. NOTES ELEVATION 3 — 9 TABLE OF CONTENTS DESCRIPTION RLV&DIb OcscRVrX)N DATE I APPRO/CD A ADDED CHARTS 03/06/12 1 R.L. 8 REVISED PER NEW TESTING 10/15/13 R. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTNIATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L SIGNED: 06%2MO17 MI WINDOWS AND DOORS LLC 650 WEST UARKET STREET GRATZ, PA 17030 111111rrrrA, J S ;Z' L0,/i VOENS 0 6 *= SERIES *430 SGD 143' x 80' NON REINFORCED NOTES TAT OF0` FS'cCORtO: ORAM me NO. Rtv 08 E srOtiA 1tO\\` Luis R. Lomas P.E. FL No.: 62514 02 OF 9scutNTSoac02/23/09 LROBERTOLOMASP.E. 14= W000HORD RD LEWWVUE. NC ZMM 434-60a6Os n7 ma&b asp..m 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 17'MAX 6. MAX6. MAX O.C. r 6- MAX L 17" MAX 80' O.C. MAX RAME EIGHT L 6' MAX SERIES 430 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.OPSF NONE SEE CHARTS a1 AND A2 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 I1- • x 79' Z MAXIMUM D.LO.: 44 3W x 74 SIB• HARDWARE SCHEDULE 1) FLAT MOUNTED HANDLE SET (99-04-145) AT 36 3/4• FROM PANEL BOTTOM 1) METALLIC TANDEM ROLLERS (99-17-195) AT EACH END OF PANEL BOTTOM RAILS REVISIONS IILSCPotT" DATE APnRWM ADDED CHARTS 03/06/12 R.L REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 RL CHART a1 WHERE WATER INFILTRATION RESISTANCE IS REOU/RED SEE NOTE 9 SHEET 1 Design pressure chart (pso Frame Holght in) Single Panel and Total Frame Width (In) 30.0 36.0 420 47.7 90.00 108.00 126.00 14100 Pos Nog Pos Nog Pas Neg Pas I Nag 80.0 40.0 54.9 40.0 48.0 40.0 432 40.0 40.0 CHART 02 WHERE WATER INFILTRATION RESISTANCE /S NOT REOUIRED SEE NOTE 9 SHEET I Design pressure char (pso FramO Heigtuigig in) Sngle Panel and Total Frame Width (h) 36.0 42.0 47.7 108.00 126.00 143.00 NogP48. s Nog Pos Nog Pos Nog 80.0 54.90 48.0 43.2 43.2 40.0 40.0 CHART 03 Number ofanchor locations required Frame u in) 90. 0 Single Panel and Total Frame Width (in) 30. 0 36.0 42.0 47.7 10& 126.0 143.0 HdS Jamb H6Smb JambHdSJaHdS IJamb W. 0 6 1 5 7 1 5 1 8 5 9 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED ELEVATION F. A. 1 08-00502 E lw-" g NTS I DATE 02/23/09 s2 OF 9 L ROBERTOLUHASP.E I4M KVODFORD RD LEN9SVMLE. NC 27023 434a88. 06 9 rpomcpHnnssp.axn SIGNED: 0612212017 OENS 9iP p . STATE OF iv OLuis R. Lomas P.E. FL No.: 62514 1/2- MIN. EDGE DISTANCE REVISKM DSCAPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. WOOD FRAMING 1 3/8' MIN. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. OR 2X BUCK EMBE MENT D REVISED INSTALLATION DETAILS 08/05/15 R.L. BY OTHERS 1/4- E REVISED INSTALLATION DETAILS 06/22/17 RI MAX. SHIM 10 WOOD SPACE SCREW 1 3/8' MIN. 1/4- MAX. EMBEDMENT SHIM SPACE 1/2' MIN. INTERIOR EXTERIOR INTERIOR EDGE DISTANCE 91 SILL TO BE SET IN A BED OF APPROVED d 10 WOOD SEALANT SCREW W000 FRAMING OR 2X BUCK BY OTHERS I1 J10 WOOD 1 3/8' MIN. SCREW EXTERIOR EMBEDMENT WOOD FRAMING JAMB INSTALLATION DETAILOR2XBUCK BY OTHERS FRAMING OA2XB1ICK7NSTALIATION 1/2' MIN.' EDGE DISTANCE VERTICAL CROSS SECTION SIGNED: 0612212017 WOOD FRAMING OR 2X BUCK INSTAUATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET R.. Cp i GRATZ. PA 17030 SERIES 430 SGD 143- x 80• NON REINFORCED rotn EFRAMEINSTALLATIONDETAILS a p TAT OF LL, NOTES: iOF R[ I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. oRAwR F.A. orc Ha Rtv p R10; • sS08-00502 E i i,pNA112. PERIMETER AND JOINT SEALANT BY OTHERS TO BE W-' E NTS wrE 02/23/09 T 3 OF 9DESIGNEDINACCORDANCEWITHASTME2112 L R08ERT0 LO :PF. 14-v WOODFORD RD LEWtSVXLE, NC Z7OZi Luis R. Lomasas P.E.P 47M6a0.0609 Mmas@*ftn%zVrcam FL No.: 1/2' MIN. EDGE DISTANCE METAL STRUCTURE 1/4' MAXBYOTHERS SHIM SPACE 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/2' MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLAR?Y. 2. PERIMETER AND JOINT SEALANT' 8Y OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 10 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF APPROVED 4LANT 1/4' MAX. I SHIM SPACE 1/2- MIN. EDGE DISTANCE I 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR PXVISKM OESCRP110N art; IAPPROVED ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE WSTAUATIONS 12/05/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTALLATION DEfNLS 06/22/17 R.L. INTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0612212017 MI WINDOWSDDOOLLC ILIp i. 650WEST MARKETSTREETGRATZ, PA 17030 N EN S9J' F- o 57SERIES 430 SGD143"FRA z 8 NON REINFORCED FRAME INSTALLATION DETAILS S o p TAT OF olu+wN owc 08-00502 E 1o1ljA`1?\\ SCALE NTS D"TE T4 02/23/09OF9Luis R. Lomas P.E. FL No.: 62514 L ROBERTO LOMAS P.E. 4M WDODFORD RD LEMSVILLE NC 2707J 47+-6&5. OW9 rAwnas Qfoma9;w m CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16- TAPCON MASONRY/ - CONCRETE BY OTHERS 1 1/2" MIN. 1- MIN. SEPARATION EDGE DISTANCE 1 1/4" MIN. a EMBEDMENT 1/4' MAX. SHIM SPACE 3/16" TAPCON EXTERIOR INTERIOR 1 1/4" MIN. EMBEDMENT MIN. EDGE v DISTANCE .' MIN. SEPARATION 3/16- TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS MIN. EMBEDMENT 2 7/8" MIN. 1- MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION i/4" MAX -MAX - SHIMSHIM SPACEr EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 FMVISKM DESCM-nOM DATE APPROVED ADDED CHARTS 03/06/12 R'L REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L. INTERIOR lf:m JAMS INSTALLATION DETAIL CONCRETE14ASONRY INSTALLATION NOTES. I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARTIY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143" x 80' NON REINFORCED FRAME INSTALLATION DETAILS OPAVL OWG Ro. F.A. 1 08-00502 scuE NTS OA1C 02/23/09 s'w5 OF 9 L ROBERTO LOIKS G.E. I-U- WOODFORD RD LEVASV41E, NC ZAV3 434-680•0609 d*naso• ,womacpo.m SIGNED: 0612212017 1R. to GIEHSt D„b jo STTAY OF : i FS Al OR10; G• Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR ZX BUCK BY OTHERS 10 WOOD SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT 1/4' MAX. SHIM SPACE EXTERIOR II II II II II. II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK MTALLA770M NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 SET IN APPROVED MIN. TENT 1 3/8' MIN. EMBEDMENT T- 1/2' MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1 /4" MAX. F SHIM SPACE REVISMS REV DESC NIM DATE APPROVED A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED FLANGE INSTALLATION DETAILS DRAWN: OM'C NO. 08-00502F.A scu[ NTS I DATE 02/23/09 1-6 OF 9 L ROaERTO LQµIS P.E. 1432 VOOODFORO RD LEwismLE. NC 27= 94a8e0009 rmm.s@ *vn2spo cam SIGNED: 0&22/2017 I- o'''%, GENSF9iP STTAATOF Ed/SS ONA RI t1 G\ Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. I EDGE DISTANCE r METAL I STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE I 10 SMS OR SELF DRILLING SCREW EXTERIOR II II II II II II INTERIOR L TO BE SET IN 3ED OF APPROVED LLANT 10 SMS SELF DRILI SC METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CURRY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/2" MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1 /4• MAX. r SHIM SPACE REVISIONS RLY OCSCPoPIWN GTE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS DRAIM ONO NO. F.A. 08-00502 suLE NTS — 02/23/09 —7 OF 9 L ROBERTO LCAIA6 P.S 1+J2 KOODFORD RO LEWMVRLE. NC 27022 41+-034609 i6ortwokiunnpacom SIGNED: 0612MOI7 As ft. Ld v,,, eE6 2NSF• 9i11 o TAT E OF is rrFv .. e,F OR10P• ?: Luis R. Lornas P.E. FL No.: 62514 1 1/2" MIN. 1' MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS a• 1 1/4MIN. a EMBEDMENT OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 1/4" MAX SHEET 1 SHIM SPACE 3/ 16- TAPCON EXTERIOR 3/ 16" TAPCON MASONRY/ CONCRETE BY OTHERS INTERIOR 1 1/4- MIN. EMBEDMENT MIN. EDGE o DISTANCE • ' F-] OVA=== v 3' WN. SEPARATION ° ' ' •. 3/ 16' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/ MASONRY BY OTHERS y I 1 1/4" MIN. A EMBEDMENT 2 7/8• MIN. 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRET EWASONRY INSTALLATION 1/ 4• MAX SHIM SPACE EXTERIOR OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 REWSONS REV DESCFWn= DATE PPRCVM A ADDED CHARTS D3/06/12 R.L B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E I REVISED INSTALLATION DETAILS 06/22/17 1 R.L INTERIOR JAMB INSTALLATION DETAIL CONCRETE/ MASONRY INSTALLATION r NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT 8Y OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0612212017 MI WINDOWS DOORS LLC 650ST MARKKET STREET 9s i GRATZ. PA17030v •CENp SERIES 430 SGD ir• NON REINFORCED D I80" NSFLANGELAFLANGEEINSTALLATIONDETAILSO•• TAT OF i'cFs CORIaP DRAWN: oArND. 08-82 O F9 REv G\ WALE NTS WE 02/23/09 L ROl1FATo LOWS P.E. 1L1R WOODFORO RD LEv4SvtLLE. NC 27M3 LUIS R. Lomas P.E. A3&S - OCDWr0ortu blrnaspP.com FL NO.: 62514 1 5/8MIN. . EDGE DIST. TRIM d d 1 1/4" MIN, INTERIOR EMBEDMENT MASONRY/ CONCRETE TAPCON BY OTHERS LJ 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED 3/ 16* EXTERIOR PANEL INTERLOCK NOOK STRIP INSTALLATION MASONRY/ CONCRETE INTERIOR TRIM HOOK STRIP METAL STRUCTURE BY OTHERS TRIM INTERIOR HOOK STRIP RVASONS REV 0004PnDN w1f APPROVED A ADDED CHARTS 03/06/12 FILL 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 06/13 R.L. D REVISED INSTALLATION DETAILS Da/05/15 R.L. E REVISED Wsu"TION DETAILS O6/22/17 R.L 1/ 2' MIN. EDGE DISTANCE L SELF DRILLING SCREW PANEL 1/ 2" MIN. EXTERIOR INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE 1 3/8- MIN. EMBEDMENT f10 WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION ZX BUCKNVOOD FRAMING NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED HOOK INSTALLATION DETAILS ap" It F. A. 08-00502 snot NTS I DATE 02/23/09 —9 OF 9 L ROBERTO LOMAS P.E. t/ 32 WOOOFORD RD LEWISV41E A1C:7= Qd68& 6 DWII bortusQkkrnas .mm I SIGNED: 06/22/2017 6 TAT E OF , 1 ONA }; EN` Luis R. Lomas P.E. FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITHREQUIREMENTSOFTHEFLORID9BUILDINGCODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLYTRANSFERALLLOADSTOSTRUCTURE. FRAMING AND MASONRY OPENING IS THERESPONSIBILITYOFTHEARCHITECTORENGINEEROFRECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USEDDISSIMILARMATERIALSMUSTBESEPARATEDWITHAPPROVEDCOATINGORMEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT ORENGINEEROFRECORD_ 4• ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCTSHOWNHEREIN. 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 GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REO ILR FOR THIS PRODUCT IN WIND BORNEDEBRISREGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERESPACEOF1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHUNG RATIO IS EQUAL OR GREATER THAN 1.0 DONOTREQUIREWATERINFILTRATION. RESISTANCE. OVERHANG RATIO o OVERHANG LENGTH/OVERHANG HEIGHT, 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGEDISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITHSUFFICIENTLENGTHTOACHIEVE3THREADSMINIMUMBEYONDSTRUCTUREINTERIORWALLLOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED INSUBSTRATESWITHSTRENGTHSLESSTHANTHEMINIMUMSTRENGTHSPECIFIEDBELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF. G-0.42B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6063-T5 .048" THICK MINIMUM TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION INSTALLATION DET N ats N9ROVL A ADDED CHARTS 01/06/12 R.L B REVISED PER NEW TES11N0 10/t5/13 R,L C ADDED FLANGE INSTALLATIONS 12/06/13 RL D REVISED INSTALLATION DETAILS 08/05/15 R.L E REVISED INSTALLATION DETAILS 06/22/1 R.L. SIGNED: 0612212017 MI WINDOWS AND DOORS LLC 650 WEST MPAK17030REET 011LIILrr/,/ GRATZ. J S\GENS49s'' F giro 44SERIES430 0 XIX SGD 143" x 96/ REINFORCED NOTES 1 ,4TAYPO;F , u IavFanAm+. 02/23/09 503 E FS:IORiOP ONA 11E 1\\ Luls R. Lomas P.E. N1 OF 9 L ROSERTOLOMAs P,E I472 WOODFORD RD LE-XLF, NC 27= 43+fi864609 rrinr4, brt P..pm FL No.: 62514 REVISIONS 14.3- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART B3 FOR NUMBER OF LOCATIONS REQUIRED 17' 6 MAX 0MAX 6' MAX 6' MAX I _ L 17- MAX O.C. 96- MAX FRAME HEIGHT 6• MAX x E SERIES 430/440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 140.0PSF NONE SEE CHARTS #I AND I2 FOR OTHER UNITS RATINGS NOTES. 1. MAXIMUM PANEL SIZE: 48 T/t x 95• 2 MAXIMUMD.LO.:44374•x90W HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04-145) AT 37 314' ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99-17.195) AT EACH END OF PANEL BOTTOM RAILS JMINUM 6063-TS REINFORCEMENT (6GC) A7 ALL PANEL INTERLOCKS JNJNUM 6063-TS REINFORCEI01ENT (4237) INTERLOCK ADAPTOR AT INTERIOR FACE OF OPERABLE PANEL DEYJDPIION A I ADDED CHARTS 8 REVISED PER NEW TESTING C ADDED FLANGE INSTALLATIONS 0 REVISED INSTALLATION DETAILS CHARTOI E REVISED INSTALLATION DETAILS WHERE WATER INF4TRATION RESISTANCE IS REOUIRED SEE NOTE 9 SHEE7 I Desgn pressure Chart(pso Fame 5+><yC Paflal and Total Fond W4h (n) U 30.0 3A0 420 77.7 in) Moo 10400 126.00 1 143.00 Pw Noe Pot I Non I PCs I N4p I Pos I Nap 84.0 a0.0 6DA 40.0 57.9 40.0 SZO 40.0 480 aQ0 400 80.0 40.0 54.6 40.0 48.9 40.0 45.0 920 40D 69JJ 40.0 51.7 40.0 46.1 40.0 4Z3 t10.0 40,0 58.9 40.0 49.0 40,0 43.7 40M 40.0 CHART r2 WHERE WATER INFILT RATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEE7 I Design pressure chart(pso FamD Saglo Palm and TOW Faro Wdth (In) AI 30.0 1 3L0 QO 47.7 90.00 f000 12&00 f4300 Pw Noe PosANop Pos Nap Pos Np 64.0 60.0 60.0 579 57.0 SZO SZO 48.0 45.0 p.0 60A W.0 54.8 5s.5 4Q9 489 45.0 45.0 920 59.6 59.6 51.7 51.7 46.1 46.1 1 4Z3 4Z3 9Ko DIED56.5 490 1 490 43.7 43.> 40.0 a0 0 CHART I3 Numbw oranehor ic"Llons raoulrod Fam Shoo Parts and TOW Ffa= WWth (tI) P4102 30.0 340 F - 42.0 1 47,7 In) 90.0 108.0 12510 7410 HLS Jamb HLS AILS Jamb HLS Jamb 0 0 5 7 b 6 9 E LI.O 7 0 7920E76796.0 7 6 7 9 8 9 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED. ELEVATIONS F.A.08-00503 SCALE NTS - 02/23/09 9 L R09EATO LOMAS P.E. 1432 WOODFORD AD LEW1SVU& NC 27M 4044&I.O D 'Awniso6bnttp4.mm DATE APPROVED 03/06/12 R.L. 10/15/13 R.L. 12/06/13 R.L. 08/05/15 R.L 06/22/17 R.L. SIGNED: 06/22/2017 1R I to 6 A : STAi OF i 4OR1Or• \4' zzss/ONA `III II I1E G\ 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 10 WOOD SCREW OD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II II II INTERIOR vc u w yL VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARfTY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21 * 1 3/8- MIN. EMBEDMENT 1 1/2' MIN. EDGE DISTANCE 10 WOOD SCREW BE SET IN F APPROVED MIN, BENT WOOD FRAMING OR 2X BUCK BY OTHERS 1 /4 MAX. I SHIM SPACE RLVWNS KLV DESCfiP110N PATE AMWED A ADDED CHARTS 03/D6/12 R.L B REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLMLGE INSTALIATIDNS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED WALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 06)2MO17 MI WINDOWS AND DOORS LLC 111111ILfrI/ 650 WEST MARKET STREET O S RLO df GRATZ. PA 17030 7: v •C E mS- ''9si. 0y 6/1 yr = SERIES430/440 XIX SGID 143- x REINFORCED flKtk%/r'/a+co>r` FRAMEINSTALLATIONLATIONDETAILSo• STATE OF cF •' C 0R%Vr' • ArxowcRo. aEv F. FA. 08-00503 E CIOIjAi10\ Luis R. Lomas P.E. scut NTS o'er 02/23/09 —3 OF 9 LROSERTOLOAKSP. E 1an WOOOFORD RD LEN?SYILLE. NC 27027 434, 668.OW9 dbnUsaol mam — fl No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR LF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2- MIN. EDGE DISTANCE 1/4' MAX SHIM SPACE 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 W ACCORDANCE WITH ASTM E2112 1/2' MIN. EDGE DISTANCE SMS OR DRILLING W OR 10 SMS OR SELF DRILLING SCREWS TO BE SET IN 3ED OF APPROVED ANT METAL STRUCTURE BY OTHERS 1/4" MAX - SHIM SPACE Gn EXTERIOR REVISIONS FIN DESCRpnom GTE APPROVED A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 0E/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 1 R.L. U I ilia JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 06J22ao 17 MI WINDOWS AND DOORS LLC 111 //.,, 650 WEST MARKET STREET 0 1R J\S . • • • 4f Ii, GRATZ, PA 17030 v,-;,\GENSF9i1' 0 51,fSERIES430/440 XIX SGD 143" x REINFORCED LATION DETAILSFRAMEINSTALLATION v 1G E 4OF3pO• SAT i ts.COR10Q: G'\• DRAW: OWC No. REV F.A. 08 00 3 E i slIONAi1 N\\ Luis R. Lomas P.E. FL No.: 62514 GTENTS 02/23/09 4 OF 9 L ROBERTO LOMAS P.E. 1192 WOODFORD RD LEWISVW4 NG 2TO'J' 4j4-c%"-0w9 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. I EDGE DISTANCE 1 1/4' MIN. EMBEDMENT SHIM SPACE 3/16" . TAPCON INTERIOR 1 1/4" MIN. EMBEDMENT 1. 1' MIN. EDGE DISTANCE 3" MIN. SEPARATION 3/16' TAPCON —/ SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 1 1/4' MIN. EMBEDMENT 2 7/8'• MIN. 1' MIN. SEPARATION - EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 1/4' MAX. F SHIM SPACE RLV@016 REV DESCALOYM DATE APPRDvED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. D REVISED MSTALLATXIN DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETALS 06/22/17 R.L. JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETEAMASONRYINSTALLITION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21/2 SIGNED: 0612212017 MI WINDOWS AND DOORS kIII1IIIlA', LLC 650WEST MARKET STREET R'. D?j i GRATZ, PA 17030 S GENS s SERIES 430/ 440 XIX SGD a 61 143" x 96' REINFORCED FRAME INSTALLATION DETAILS y TAT OF F•&ZORVDV S IOIIIAIitVaG\`\ DaAwn: owc em. RLv 08_53 E scAIE NTS ° 02/23/09 OF 9 L ROBERTO LOWS P.E. 14W WOODFORD RD LEVIISV&LE NCB Luis R. Lomas P.E. 434-6884M FL No.: 62514 ID FRAMING i 2X BUCK BY OTHERS 010 WOOD—` I SCREW EXTERIOR 10 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. EDGE DISTANCE 1 3/8" MIN. EA18E4MENT 1/4" MAX. SHIM SPACE INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 1 3/8" MIN. EMBEDMENT 1/2" MIN. _ EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2K BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8" MIN. EMBEDMENT T- 1/2" MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 11LY RLMSKM DESCROM . A ADDED CHARTS B REVISED PER NEW TE5TING C ADDED FLANGE INSTALLATIONS D REVISED INSTALLATION DETAILS 1/4 MAX. E REVISED INSTALLATION DETAILS r SHIM SPACE INTERIOR EXTERIOR JAMB It 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 FLANGE INSTALLATION DETAILS DKQM oxc NO. F.A. 08-00503 WALE NTS oA>E 02/23/09 1 sm-6 OF 9 L ROSERTO LONAS P-E, 1432 WOOOFORD RD LEmsv11 L F Ac z7= d3t4w-wog aam=v armpu=m DATE APPRWm 03/06/12 R.L. 10/15/13 R.L. 12/06/13 R.L. 08/05/15 R.L. O6/22/1-1 R.L. SIGNED: 06/22/2017 to A.T4A 0 b•*= pE OF : ,ZZZ O. 1p, - Z0 R10It G\: Luis R. Lomos P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2• MIN. EDGE DISTANCE I CA I t:N/UK Iry I cnlL/77 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 1/4' MAX. SHIM SPACE OR LUNG L TO BE SET IN BED OF PROVED SEALANT 1 1/2' MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4 MAX. SHIM SPACE REY15101S REV DESWPigN DATE APPROVED A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L D REVISED INSTAL1AS10N DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DPAWN: OWC NO. F.A. 08-00503 s uE NTS 6"TE 02/23/09 `7 OF 9 L ROSERTO LOMAS P.E. 1422 WOODFORD RO LEWIS VILE. NC 270M 43"W4609 Awas®kibm0apo SIGNED: 0612212017 It L 0 9 0 51 •1t= A OF F OR10 • ?: NAL1111 IE\\` Luis R. Lomas P.E. FL No.: 62514 1 1/2' MIN. 1' MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS a' 1 1/4' MIN. EMBEDMENT 4* OPTIONAL 1X BUCK TO BE PROPERLY SECURED 1/4' MAX E NOTE 3 SHIM SPACE SHEET 1 3/16" TAPCON EXTERIOR 3/16" TAPCON —\ MASONRY/ CONCRETE BY OTHERS acrAnAliury VERTICAL CROSS SECTION CONCRETEJMASONRY INSTALLATION INTERIOR 1 1/4' MIN. EMBEDMENT 1" MIN. EDGE DISTANCE 3" MIN. SEPARATION 3/16' TAPCON - SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. EMBEDMENT 1' MIN. EDGE DISTANCE 1 /4" MAX. SHIM SPACE OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 REVISIONS I1Lv DESCFWMW DATE AVVROVCD A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 P-L C ADDED FLANGE INSTALLATIONS 12/D6/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL CONCRE FAIASONRY INSTALLATION NOTES., 1. INTERIOR AND EXTERIOR FINISHES, 8Y OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT 8Y OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: M6/22112017 MI OORLLC R I,Llo eeo00w5SMARTDeTGRATZ. PA 17030 GENso. p SERIES 430/440 XIX SGO 6 143" 96" REINFORCED o;r INSTALLATION DETAILS A OF pD_•0 ii,. c s :c 0 RV0 DRAW?t owc No. REv F. A.ut 08- 00503 E s1ONA 1E` nlcNTS02/23/09 8 OF 9 L R06ERTO LOMAS P.E. 14W WOODFORD RD LLZ'VZ LSV4J4NC270MLuisR. Lomas asP.E. 4> + FL No.: 1 5/8* MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE — BY OTHERS HOOK STRIP 1 1/4- MIN. EMBEDMENT T 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 3/ 16" EXTERIOR a —'— PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE INTERIOR TRIM METAL STRUCTURE BY OTHERS TRIM INTERIOR HOOK STRIP — REV DESCRIPTION GATE APPROVED A ADDED CHARTS 03/06/12 A.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. ' C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION OEUILS 06/22/17 R.L. 1/2' MIN, EDGE DISTANCE SELF DRILLINGSCRSCREW 1/2' MIN. PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1 3/8" MIN. EMBEDMENT I HOOK STRIP WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCKIWOOD FRAMING NOTES: 1. LN1'ERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA.17030 SERFES 430/440 XIX SGD 143" z 96" REINFORCED HOOK INSTALLATION DETAILS DRAWN: DA'D N0. F.A. 08-00503 SCALE NTS DAB 02/23/09 —9 OF 9 L ROSERTO COMAS P.F. 14=V1000FORD RD LEWISVRLE. AIC 27023 43&f8&-O0 9 dwnas@&bmaspw.mm SIGNED: 08/22/2017 0„ POFT 1t = i FS'c20R\fit Luis R. Lomas P.E. FL No.: 62514 I Business & Professional Regulation — KWTTIKNZTAA SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links ( Search Florida Product Approval USER: Public User 1''rCl It, ra Product Approval Menu > Product or Aoolicatlon Search > Aoplicatlon Lis[ > Application Detail 1 OFF(CE 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 850)475-6197 Mark_Garon@Overheaddoor.com Authorized Signature Mark Garon Mark_Garon@Overheaddoor.com Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr. Pensacola, FL 32514 850) 474-9490 Mark_Garon@Overheaddoor.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Gordon Thomas the Evaluation Report Florida License PE-46718 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey P. Arneson, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R12 COI Gordon Tomas COI 2017.PDF Referenced Standard and Year (of Standard) Standard Year DASMA-108 2012 DASMA-115 2012 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL9174 R12 EDuiv WD2017-OO1R2 Evaluation Report - FL 9174.PDF 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 # Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0228-318958-P8 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 11 324620 P16 Jamb Connection SUDD sioned.ndfImpactResistant: 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 I1 0229-318959-P9 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sipned.pdf FL9174 R12 II 324620 P16 Jamb Connection Supo sloned.pdfImpactResistant: No VeriFled 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 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. 9174.3 5120 / 6100 / 9100 #0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 lI 0230-318960-P10 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart slgned.pdf FL9174 R12 II 324620 P16 Jamb Connection Suop sioned.ndfImpactResistant: 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 WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.4 5120 / 6100 / 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0231-318996-P6 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 II 324620 P16 Jamb Connection SUDD sioned.ndfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +30.00/-33.50 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.5 15120 / 6100 / 9100 #0234 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.20/-49.60 Other: 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R12 II 0234-319022-P6 S.pdf FI-9174 R12 I1 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 II 324620 P16 Jamb Connection Stipp sloned.pdf VeriFled By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00JR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.6 15120 / 6100 / 9100 #0235 116' Max width. 8' Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0235-319023-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed,odf FL9174 R12 lI 319040 P1 Post Istall Instructions signed.pdfImpactResistant: Yes FL9174 R12 11 324620 P16 Jamb Connection Supp sianed.pdfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.7 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 P11 Track Supplement Chart slaned.pdf FL9174 R12 11 324620 P16 Jamb Connection Supo sioned.pdfImpactResistant: No VeriFled By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +12.40/-13.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.8 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 1I 0233-319000-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 lI 307494 P11 Track Supplement Chart sinned,ndf FL9174 R12 11 324620 P16 Jamb Connection Supo 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-OOIRZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 1I 0236-319024-P7 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Suoolement Chart sloned.odf FL9174 R12 11 319040 P1 Post Istall Instructions sioned.odfImpactResistant: Yes FL9174 R12 II 324620 P16 Jamb Connection SupD signed.pdfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0237-319025-P7 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.pdf FL9174 R12 11 319040 P1 Post Istall Instructions sioned,ndfImpactResistant: Yes FL9174 R12 11 324620 P16 Jamb Connection SUDD 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 WD2017-OO1R2 Evaluation Report - FL 9174,PDF Created by Independent Third Party: Yes 9174.11 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing 0600 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 If 0600-319026-P5 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sipned.pdf FL9174 R12 II 324620 P16 Jamb Connection SuoD signed.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 WD2017-OO1112 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 F1,9174 R12 II 0601-319027-P5 S.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +41.00/-46.30 Other: 9174.13 I5120/5140/6100/9100/9400/9600 0602 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door Is a replacement door. FL9174 R12 li 307494 P11 Track Suoolement Chart sloned.Ddf FL9174 R12 II 324620 P16 Jamb Connection SUDD sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports F1,9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 10' Max height. Max section height 24". Glazing available in top or Intermediate section. Installation Instructions FL9174 R12 II 0602-319028-P6 S.odf FL9174 R12 II 307494 P11 Track Suoolement Chart signed.odf FL9174 R12 II 324620 P16 Jamb Connection Stipp sipned.Ddf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.14 15120/5140/6100/9100/9400/9600 116' Max width. 10' Max height. Max section height 24". Glazing 0603 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0603-319029-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Suoolement Chart signed.odf Impact Resistant: No FL9174 R12 II 324620 P16 Jamb Connection Suoo sipned.odf Design Pressure: +23.00/-25.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes 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 door. Created by Independent Third Party: Yes 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: 9174.16 I5120/5140/6100/9100/9400/9600 0605 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. 16' Max width. 8' Max height. Max section height 24" Glazing available in top or intermediate section. Installation Instructions FL9174 R12 II 0604-319030-P6 S.Ddf FL9174 R12 II 307494 P11 Track Supplement Chart signed.odf FL9174 R12 11 319040 P1 Post Istall Instructions sipned.odf FL9174 R12 II 324620 P16 Jamb Connection Suop sianed.odf Verifed By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 18' Max width. 10' Max height. Max section height 24". Glazing available In top or Intermediate section. Installation Instructions FL9174 R12 It 0605-319031-PS S.Ddf FL9174 R12 II 307494 P11 Track Suoolement Chart sioned.odf FL9174 R12 II 324620 P16 Jamb Connection SUDD sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.17 F5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing 0606 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0606-319032-P7 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Suoolement Chart signed.pdf FL9174 R12 iI 319040 P1 Post Istall Instructions sioned.odfImpactResistant: No FL9174 R12 li 324620 P16 Jamb Connection SUDD sipned.odfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure is Created by Independent Third Party: Yes designed as partially enclosed or door is a replacement Evaluation Reports door. FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.18 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0609-319035-P6 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Suoolement Chart sioned.Ddf Impact Resistant: Yes FL9174 R12 lI 319040 P1 Post istall Instructions sioned.Ddf Design Pressure: +39.20/-43.70 FL9174 R12 II 324620 P16 Jamb 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 WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0608-319034-P5 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 II 324620 P16 Jamb Connection Supp signed.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 WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0607-319033-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 1311 Track Supplement Chart signed.odf Impact Resistant: No FL9174 R12 II 324620 P16 lamb Connection Supp signed.pdf Design Pressure: +25.90/-28.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes Back Mort Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 state of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 1 ® ® cLnecl Credit Card Safe June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2) 1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, 14 " 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 Introduction/ Scope kkIIIII//II/ p0N D. Ty OQ.•'•cErvsF•'••!L! 9 0 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. Il. 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 P 1, 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 ANSI/DASMA 115-2012. The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. FL 9174.1 FL 9174.2 FL 9174.3 FL 9174.4 FL 9174.5 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-P6 319022-P6 Impact Rating Yes No Yes Yes Yes Table I — Doors under Evaluation FL 9174.6 FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10 Model # 9605 9605 9605 9605 9605 Door Size 16' x 8' 18' —x8—'-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 ; ` \pON D. NO. 46718 yC1 0 STATE OF l7 C ORIDA 2 ' S 0NAL 0' G \ 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 Tvve Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319026-P5 319027-P5 319028-P6 319029-P6 319030-P6 Impact Ratin No Yes No No Yes Q- Table 1 C — Doors under Evaluation — 3 . FL 9174.16 FL 9174.17 FL 9174.18 FL 9174.19 FL 9174. 9/, 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 sf 43.70 sf 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 319034-135 319033-P6 Impact No No Yes No No Rating Table 1 D — Doors under Evaluation C. Conclusion 11111111f/// N o. ry0 1GENSE 4;1 P ; No. 46718 STATE OF PtOR10P . • •• \ S/ONAIII 1\\ 12 v31'I 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 511 Edition 2014) and 6t' Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2) 1 am an independent licensed Professional Engineer in the State of Florida and; (3) 1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. 3 June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1) 1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2) 1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3) 1 do not have nor will acquire, a financial interest In any company manufacturing or distributing products for which the reports are being issued. 4) 1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, 44 " Gordon Thomas, P.E. FL PE # 46718 NOTES, 1. NON -IMPACT RESISTANT GLAZING OPTION - .090' MINIMUM SSS GLAZING N MOLDED FRAMES SCREWED 13 CA NOW ANQE- TOGETHER WITH A M DNII OF (4) /Bal' SCREWS INSTALLED IN TOP at VITERMEDIATE SECTION (WITH UR VAIHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC13 OES104 PRESSURES SHOWN ON THIS DRANNG. ClAMO W FLAG ANGLE' SHALL HAVEA IAXIMUM NEIQKT OF 13.75 AND A MAXIMUM LENGTH OF IS.75. GLAZING IS NOT IMPACT 16 CA MIN K0R12- RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR TRACK WAND -BORNE OTTERS REGIONS. S/1011-5//66 2. IMPACT RESISTANT CLAffiIO OPTION - IMPACT UC SCRElYS RESISTANT GLAZING SYSTEM MAY BE INSTALLED N TOP LON 3 AS OR INTERMEDIATE SECTION (WITH OR MTHOUT DECORATIVE SHOWN) HISERTS CU2Wf' SHALL BE 1/4' MAKROLON-AR fe GA MIN VERi• POL ATE Q EQUAL GAZIN SHALL HAVE A DIAL( UA)o1NM HEIGHT OF 15.21' AND A MAXIMUM LENGTH OF r. GLAZNG IS IMPACT RESISTANT AND ODES MEET THE REaUIRDJFMS FDA WIND-eCANrE DEBRIS REGIONS S/16X1-5/e' UO SEE DETAIL E ON SHEET 2 FOR A3504LY DETAILS SCREW AT EACH GLAZED SECTION REOUV S REINFORCEMENT BRACKETS JAMB BRACKET ATTACHED TO U-BAR ON UPPER INTEGRAL RIS (SEE DETAIL 0 SHEET 2. 10 GA J-STRUT SG E'010 TO LOWER 1/4-204/I5' TRACK' IITECRAL RIB OF CTION AND OPERATOR STILE TO W BOLT AND I/4-Z) HEX FACTORY INSTALLED.INSTALLER SHALL FIELD INSTALL (1) NUT AT EACH JB JAMB V-14A7/r SELF ORILLNC CRDETITE SCREW TO ATTACH BRACKET LOCATION J-•STRUT TO THE INTEGRAL RID AND OPERATOR STI E AT THE GENIEIBJHE OF THE DOOR PER DETAIL F ON MEET 2. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 5' D.C. MUST OVERLAP TOP AND BOIL ENDS OF PANELS WMWUM 7/1I' TO MEET NEGATIVE PRESSURES. 4. KEY LOCI. SLIDE LOCKS, OR OPERATOR REQUIRED. 15 CA STIFFENED S. SECTION SKULL BE CONSTRUCTED WITH FOAMED IN JAMS BRACKETS PLACE POLYURETHANE FOAM 14SIMTION CHEMICALLY SEE SCHELDUIE FOR BONDED TO 30 W LDmNM FACER STEEL AND A QUANITY. LOCATION. EILPOLYLAMINATEBACOR 32 CA SIM BACKER. END AND TYPE CAP TO HAVE A mmmum 1.1' DEPTH. I. THE DESIGN OF THE SUPPORTING STRUCTURAL KEY LOCK OR SLIDE LOCK ELEMENTS SHALL BE THE RESPONSIBILITY OF THE BOTH ENDS (NOT PROFESSIONAL OF RECORD FOR THE BUILDING OR REQUIRED WITH OPERATOR STRUCtURI[ AND IN ACCORDANCE WTH CURRENT BULDWC SEE NOTE 4). SLIDE CODES FOR THE LOADS LISTED ON THIS DRAMWO. LOOK SHOWN FOR 7. DOM JAMB TO BE MINIMUM Le STRUCTURAL GRADE CLARITY LUMBER REFER TO JAMB CONNECTION SUPPLEMENT FOR NOTE' (+) SECTION SOLD ATTACHMENT TO SUPPORTING STRUCTURE. DOOR SHOWN. SEE SHEET 2 FOR U-BAR LOCATIONS L LOUVER OPTION - .040' MOmAWI LOUVERS N MOLDED ON DOORS MTH OTHER FRAMES SCREWED TOGETHER WIN A Lff&WM OF (6) SEEN QUANTITIES 13W SFRM INSTALLED N THE BOTTCM SECTION. ON SEETAND2ONTHIS MEET FOR CLAZNC LOUVERSARENOTIMPACTRESISTANTAND00NOTMEETTHE REQUIREMENTS FOR VOID -BORNE DEBRIS REGIONS OPTION& LOUVERED SECTION REQUIRES OPERATOR STILE TO BE FACTORY INSTALLED AT THE CENTERLINE OF THE DOOR. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAx DOORVXDMX0 UNI'ORY LOAD EACH JAMB (PL!•) 16'- 0' All 207.2-2=4 1{- 0' ALL 161-3 -ZOI.a 12'- 0' ALL 1591 -1 S 10'- 0' ALL 1265 -144.0 VL11117111/ j o Q:••' LLCP TSF •s ; No. 77945 •• S fit r - 0'. STATE OF •:' S; pNAL ENS.`• nrAbtr) aTNrtld i r[ 451I LORRY ROAD Iw Noun 3 FL R TTI.3 111 nPEC .1 HH71YAIR " M DWOM SEAL PAC%W[O ONLY FOR 4EkRGTKXN OF UOLM OXn1101C1NON OCT." REOUIREO OiH D66 WETXS LESS THAN OR EQUAL TO 12'-0'. JAMB BRACKET SCHEDULE DOOR NEIORNO, OF SECTIONSNo' OFBRACKETS JAUSIRAiXEACH JAMB TYPE BRACKETS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS S 2-) r- O 4 a a JB 1 a • 25-I JD . 34 JB 45-1 4 al . a3• JB 0' 4 6 FAT JB 10' JB 21-3 4 JB , 72-31' JB 47 JB I]-1 4' JB 5 6 a JB 13' O JB 34 JB 47-1 4 a . Sr Je (all, 7: JB 5 a FAT JS TO JB 21-3 4' JB . 2Ba /• Je II Js 57-1 4• JB . 6S JB . 75-1 A S -0' CH LIFT ROOF PTCH SEE NOTE BELO, REVISIONS LNGES TO CI D C' N ' MNGE AND ADDED 0P710N DSTRUT RATION MfI.. DLOREO PANT TO D NUMBER RIiIED NUMBER OF TENERS AND CENTER ES REOUIHEO Fd1 ROWER DOOR TWDIHS. 1 5/ 10/06 ADDED IMPACT ISTANCE TO DOOR. XKET SCHEDULE FOR OPTION. ADDED LXR DK DETAIL SHEET 2. 4/17/ 0a ADDED IMPACT 2STANT GLAZING. LED TEXAS LICENSE SUR TO TIRE BLOCK. NGED LOUVER NDTE. REASED MAX NDC14T e'-9'. ADDED HIGH AND ROOF PITCH oK NOW- 7/Z2/ 05 UPDAIED TITLE BLOCK 6/26/ 10 FOLLOVANG DIMENSION OEM07ES SLOTTED JAMS BRACKET ATTACHED TO TRACK WITH 1/4-204/1111- TRACK BOLT AND NUT. FOLLOWING DIMENSION DENOTES MUCK INSTALL LAMB BRACKET INSTALLED N BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. DOORS NTH HIGH LIFT. ROOF PITCH. AND/OR GREATER THAN r IN HEIGHT REQUIRE USE OF CONTINUOUS HALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. STATIC PRESSURE RATINGS APPROVED S12ES SCALE N.T.S. ISIZE. A Wayne DESIGN ( PSF: +25.90/-2&50 MAX WIDTH: 16'-0' 7L/°•"_"'1V Dalton. TEST (PSF} +3RB5 -43.20 MM HEIGHT: B•-9' IMPACT/CYCLIC RATED (YES/N0: YES MAX SECTION HEIQIT. 21' GARAGE DOORS 1 DATE NAME QRAYIN 3/ B/06 CRT ECKEO 4/ 6/O6 MAB MODELS 5120/ 9100/9605 SHEET 1 OF 2 01MISKNI OF OVERHEAD DOOR CORPDRAWING PART 110. REV, PENMSACOLA GFLORIDA i314 WINDLOAD SPECIFICATION OPTION CODE 0230 318960 P10 ISO) 471- 9390 13 CA ADJUSTABLE TIP PLACE U-BAR OVER INTEGRAL IN 13 QUA ADUSTALE FIXTURE ATTACHED TO MTH THE (6) PRE-PIINCHCD TOP ILKRIRE PRE-PUMCED HOLES HOLES EACH END FACING UPWARD IN BOTTOM OF V-0BAR AND ATTACH THRU END CAP AT WITH (2) 1/4-14sS/B' EACH END B1TH (x) 1/4-uXT/B' /. GHDPnTE svHEws SELF DRILLING CFJUP11M SCREWS l FOR STANDARD TRACK AND (3) O 1/4-14=7/B' SELF DROUNG ITTE SCREWS FOR LOW e HEADROOM TRACK (2 OF "CH ARE USED TO ATTACHED THE TOP DETAIL A BRACKET AS 91 "T). LOW HEADROOM TRACK 13 CA ROLLER AIDE ATTACHED TO PRE -PUNCHED HOLES IN TOP OF U-BAR CE U-BAR OVER INTEGRAL RIB NTH MTN WS HOLES EACH ENDTHEO)1PWARD IAND ATTACHUSESEWT10XIOLEi+t AIDE TO a FACINGTHRU END AOPROPER AUGMENT OF ROLLERS CAP AT EACH END NTH SELF GRwNO CRIMPT11E 15 CA /INCE ATTACHED DRIPMOM, U-BAR PLACED OVER TOP 1RTH (4) 1/4-14d/6' / RIB ON THE BOTTOM SECTION SMALL ONL' CIW TE SCREWS (2 OFBE ATTACHED THRU END CAP AT EACH W6ECHME FACTORY ENO NTH (1 1 4-14R7/t' SELF DRRIINC ATTACKED) ME SO¢ W LOCA ON THE BOTTOM FLANGE OF THE U-BAR NOTF. DUE TO CLEARANCES REQUIRED 10 1' NYLON STORNIG:* INSTALL SCREWS AT THE ENOS OF THE ROLLER NTH U- BARS. ALL U BA R S SMALLBE4-1/2' STEM INSTALLED ON SECTIONS MOR TO DETAIL B INSTALUNO ROLLER SLIM AND TOP FDITURE ON THE U-BARS. SEE ATTACHMENT NOTES ON THIS SLEET. tt CA MINCE ATTACHED U-BM AND INTEGRAL Rib ANDATTACHNTMT1l 1/ 4-EWSS/B' x1TN (IT 1SCREWS //tom WHICH ARE SCREWS (2 aFPRE-CFWUN KEID KSES A WHICH ATE 3 OFV*I EACHFINIMD HOLES AT ATTACHED, 3 OF T40CH EACH INiL7GFDIAIE FaICE ARE FIELD INSTALLED INTO LOCATION (1 THRV FLANGE TOP LEAF. AND 1 OF OF U-BAR AND BOTTOM MUCH IS FIELD NSTALLED HINGE LEAF AND 1 THRU THRU PRE -PUNCHED MOLEWEBOFU-BAR AND IN U- INTEGRAL RB OF SECTION) DETAIL C 12 CA BOTTOM BRACKET FACTORY ATTACHED NTH • o PLACE U-BAR OVER INTEGRAL RIB wTH 3 1 4-1445/t' ITC NOTCH DO" TO GEAR BOTTOM BRACKET AND ATTACH(1 TKRU END CAPD AT EACH ENTHTI) 1/4-14R7/B' SELF GROUND CW TESCREWASFORIMPACTRESISTANCE, SHORAN AND USE t1) 1/4-14a7/B' SELF THE BOTTOM BRACKET MUSTBE SCREWED TO THE BOTTOM ti . DALUNC CiWPYl SCREW ACROSS BOTTOM OF THE BOTTOM U--BAR AT R N U-BAR EACH PRE -PUNCHED NOSE AT EVERY 2) 1 h14R7/B' SELF DETAIL D MINCE LOCATION. USE (I) 1/4-2O-5/6' OTHER C.0'11 A2MEH6. SEE IMPACT BOTTOM BRACKET CMMPTTE SCREW AT ALL PRE -PUNCHED HOLE LOCATIONS OCTAIL THIS SHEET. as Aa :1 USED DAY ON IMPACT GLAZED SECTION . 11 GA REINFORCEMENT BRACKET ATTACHED WTH (4) 1/4- 14.7/5' SELF Mulic A CBMPTITE SCREWS (2 0 THROUGH ROM BRACKET AND U-BAR) ' DETAIL G 1 1/ 4-14v 6' sELF DILUNG CUMPTITE CAE'/ AT C01hA LINE OF DOOR TIM J-SiFUi k OPERAToFt BRACKET. NOTE: J-STMJT & SCREW ONLY CMP CT GAZED SECT=& SEEE HIGLNOTE 2 $MEET 1 . . IWFTAII F 4 MIN STAINLESS mTH STAINLESS BACKED RUBBER WASHERS , 3- 1/r D.C. MAX W A LLCENSF••.!V, i GE 1/t' TIEING Ff/ O: •'•ZSSG4000ACC ' No.77945 ySTRUCTURALSEALANTOR ECLAVALENT i STATE OF ••: fACR STEEL f0N I OwAM 1 RIRIR514 R 4576 0ON MOW HOPE R PE 77943 TXPE117411 PRWMDlAL EMIM i SEAL FXOV= OICY FOR vMM ,T= DF %WOLOAO 0013TRUC 101 METAL& MCN-STRUCTURAL DO7 WINDOW DETAIL. E ATTACH BOTTOM BRACKETTO BOTTOM U- BAR WITH (2) 1/4-140/6- SELF DRILLING CRIMPTTTE SCREWS 1 IMPACT BOTTOM BRACKET 4) SECTION DOORS NTH (5) 3-. is CA, BO KSI U-BARS LOCATED OVER INTEGRAL TIES AS SHOWN 1. ALL U-BA 5 SMALL BE PLACED OVER INTEGRAL limy AND ATTACHED THRU PRE -PINCHED HOLES NTH ( 2) 1/4-14il/C CDIEACH INTERMEDIATEP ITE SCREWS AT EA1IItMEDIATE HINGE LOCATION. (2) 1/4-14a7/6' SELF DAMIYNG CRIMPTTTE SCREWS AT EACH END CAP (EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE DETAIL B AND D THIS SHEET). (2) 1/4-14a5/6' CRDIPTITE SCREIIS APPROXIMATELY MIDWAY BETWEEN END OF DOOR AND INTERMEDIATE IfNa LOCATION. AND (1) 1/4- 14.5/8' CMNPDTE SCREW APPRO)MATELY 6' FROM EACH M FOR DOOR W9THS GREATER THAN IY-0". THERE SMALL BE A TOTAL OF (20) SCREWS ATTACHN0 EACH U- BAR EXCEPT BOTH U-BAR ON BOTTOM SECTOR SHALL HAVE A TOTAL OF (16) SORETS EACH. FOR DOOR MOTHS LESS THAN OR EQUAL TO 11'-lY, THERE SHALL BE A T07AL OF (16) SCREWS ATTACHING EACH u-w EXCEPT BOTH U-BARS ON BOTToM SECTION NON-STRUCTURAL DECORATIVE HALL HALE A TOTAL OF (14) SCREWS EACH OUTER WINDOW TRIM 2. NTN DIE OKCEPRON OF THE (6) PRE -PUNCHED KOM IN THE TOP OF EACH CID USED FOR ATTACHMENT OF THE ROLLER 1/4' POLYCARSONAIE SIDES AID THE (t) PRE -PUNCHED HOLES IN THE BOTTOM OF EACH END USED fFOR THE ATTACK" OF THE TOP FIXTURE AND UNLESS NOTED OIHERMSE ON THIS SPECFICATICH OUNNG, AL PRE -PUNCHED HOLES IN ALL U-BARS SMALL BE 5 ATTACHED TO THE DOOR V4TK 1/ 4-14R5/B' CAaPTITE SCREWS. 1 16 CA U-BARS 9ULL BE STAMPED '46- APPROOQUATELY 6' FROM EACH END. Wayne Dalton. GARAGE DOORS REVISIONS D CENTER MINCE AND ADDED OPTION. LI SIRUT STRUCTURE AND OOCN9 CLARIFIEDNUMB TB CA, FASTENERS AND MINCES REGORE RS HARROAER DOD R MRS 5/10/ OB S AS rt ADDED IPA FOR LNR 2. UPDATED TIME BLOCK B/ 26/10ER31526 ND MOS. AND 7fER NOTES 5/ 23/ 2017 PACT CYCLIC RATED (YES/ NO} YES I MAX SECTION HE1GWP 21- PEC7LED1 4/6/08 1 MRS MODELS 5120/9100/9605 SHEET 2 OF 2 DRAVENC PART NO. REV. WINDLOAD SPECIFICATION OP71ON CODE 0230 318960 P10 14" MAX 12" MAX 12" MAX I 12' \ % MAX 12" MAX 12" MAX r— f CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. DWAM A KOtMSN. PE 4576 COUNTY ROAD ISO MOUNT HaC OND FL PC 77043 TX PE 117US PROFESSIONAL ENMMEER'S SEAL PROVIDED ONLY FOR VEROICATIDN OF WDLOAD 00NSIF11=0N DETAIL PLATE LOCATION EDULE CLIP DETAIL CUP LOCATIONS SEE SCHEDULE TRACK 13CAMIN CONTINUO= WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/4" X 7/16 SEMI TUBULAR 11 GA MIN CLIP SEE SCHEDULE RSW 0.28" 2 13 GA MIN CONTINUOUS WALL ANGLE lllllrrrrl// No. 7794.5 y o Ool ' S'TqTLL- OF • ` ASS/ ORIDA ,.• oNAL EN'•`• TRACK 3) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1 /4"-20 NUT TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CUP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK u jualRollueoll; m- DESIGN PRESSURE CHART MAX DOOR WIDTH MAX PSF 9'-0" 46.0 PSF —52.0 PSF 16'-0" 46.0 PSF —52.0 PSF 18'-0" 46.0 PSF/-52.0 PSF TRACK SUPPLEMENT CHART Wayne ffiplton. DOOR& 3395 ADDISON DRIVE ENSACOLA, FLORIDA 32514 8501 474-9890 REVISIONS H CK—CUPS—TEXAS L ANGLE 12 FOOT ATED 6/11/03 UPDATED FORMAT. LEASED ALLOWABLE SSURES TO 00/-52.00 PSF FOR ODOR VADTHS. NGEO •TEXAS WALL T.E" TO -CONTINUous L ANGLE. ADDED STRATE MOUNTING AIL. CHANCED TO N NO ANCHORS 4/2/07 CHANCED FORMAT. QED MODELS 9900 8024 WITH OVERLAY TRACK CLIP EDULE. 5/21/07 UPDATED MODELS ED IN CHARTS. SATED SPLICE @ CUP EDULES. 9/06/07 UPDATE MOUNTING AIL DRAWINGS. 10/O5/07 UPDATED CHARTS TO IPIATE THE USE OF 0 CUP (REPLACED i /9 ACROSS THE RD). 10/24/07 EXPANDED 1-1/2' TO 8• DOOR THICKNESS AT UP TO 14' MICH. 12/11/08 UPDATED TITLE CK 5/2/10 UPDATED TITLE CX. REMOVED CHART. 11/15/13 UPDATED TITLE CK. 5/15/17 SHEET 1 OF 2 DRAVANG PART NO. REV. 307494 P11 2 3/4" ±1" EDGE DIST E60XX MIN. 1 8 2-24 1/8 V 2-24 MIN 3/16" THICK STEEL FOR MOUNTIN 5/16" x 1-5/8' WALL ANGLE LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO .2 TRACK CLIP SPF (G=0.42) OR _ BETTER AT EACH 1/4-20x9/16" HOLE OR PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HEX NUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL WITH MIN. (1) 1/4-20x7/13" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDING A: _' CONCRETE MOUNTING DETAIL DWAYNE a KORNSH, PE 457E COUNTY ROAD 110 WONT HOPL MTO FL PE 77145 TX PE 1172E9 PRDFE=ZAL ENOINM'S SEAS PROVIDED ONLY FOR VEMn CATION Or WN=AD CONSTRUCTION Dt7AJM 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP REVISIONS w CK-CLIPS-TEXAS L ANGLE 12 FOOT IATED 8/11/D3 UPDATED FORMAT. REASED ALLOWABLE SSURES TO 1.00/-52.00 PSF FOR DOOR WIDTHS WGED 'TEXAS WALL LE" TO 'CONTINUOUS L ANGLE'. ADDED ISTRATE MOUNTING AIL, CHANGED TO N HD ANCHORS 4/2/07 1 8024 WITIi O%SRLAY TRACK CLIP IEDULE. 8/21/07 UPDATED MDOCLS fED IN CHARTS. IATED SPLICE h CUP IEOULES. B/DD/07 PDATED CHARTS TO NATE THE USE OF 18 CED 11 CUPACROSS THE UPDATED STEEL INT1Nc DETAIL 04/1I/O8 EXPANDED 1-1/2• TO e' DOOR THICKNESS AT UP TO 14' NICH. 12/11/DB ADDED MODEL 8700. SATED TITLE BLOCK 6/2/10 BLOCK. REMOVED CHART. CRT 11/15/13 111 1 1 1 1 11 / / UPDATED TITLE BLOCK. BLOCK. ESC 6/15/17 No. 77945 =_ STATE OF r lS 'P40RIOP ZONAL Wayne DATE NAME IWDal#on. DRAWN /21/GIRT GARAGE DOORS CHECKED 8/21/0707 1 uR8 SHEET 2 OF 2 TRACK SUPPLEMENT 33BI ADDISON DRIVE CHART Pam'(&D;A; 741." 514 DRAYANG PART NO. REV. 307494 P„ Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 B50) 474-9890 ENE J-KO LICEN,S L No. 77 7945 STATE OF ONAL wlrowuM a 6 /3 SOUTHERN PINE DWAYpE A xORMCSH, PE 4574 COUWIY ROAD 160 MOUNT HOPE. OHIO FL PE 77E43 n PE 117WE PROFESSIONAL ENOINEM SEAL PROVIDED ONLY FOR VEINIGTION OF MFIDLOAD CONSTRUCTION DETAILS 11 6' NA)L MAAMLIMSPACING 6' MAX SEE DETAILS 1, 2, AND 3 REQUIRED FOR VERTICAL POST REINFORCING SYSTDAS. FASTENERS PER SCHEDULES I THRU 4 AUMMUM 2.4 STRUCTURAL GRADE LUMBER FOR DOOR HEIGHT ATTACHMENT TD WOOD SUBSTRATE OR MINIMUM 2x6 FOR ATTACHEMENT TO CONCRETE AND GROUT FILLED CMU, TYP. MHEADER LOCKBACKET L2-3/4' J 2) 3/B' SIMPSON TITEN HD SCREW ANCHOR WITH A i 1 4' WASHER AND A MINIMUM EMBED M T DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4% DET 1 MINIM M 4D0 Pa Cf)IJ -DCTr NOTE, MAXIMUM DESIGN LOAD CAPACITY OF 20E5 LEIS. DOOR WIDTH MINIMUM 2x6 J3 IL HEADER LOCK SOUTHERN PINE BRACKET LUMBER ti 4' 4' C' 4' 4) 3/8' SIMPSON T1TEN HO SCREW ANCHOR WITH A 1-1/4- WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 4'. DFS6LL1 MINDAUM 7000 Pal f2tOUT FILLED d!U NOTE` MAXIMUM DESIGN LOAD CAPACITY OF 2400 LBS. MINOLUM 2x6SOUTHERNPINEY %BRACKETR LOCK LUMBERS r 4) 3/6' DIA. LAG SCREWS WITH 1-1 4' O.D. WASHERS. LAG SHALL HAVE A MINIMUM PENETRATION OF 1-9 2- INTO THE MAIN SUPPORT MEMBER pp,UpDETAgIL 53 g g BRIE` -151 M DESIGN LAAD CAPACITY OF 2430 LBS. AWN SHEET I OF 2 1p.rn rn REVISIONS P17 UPDATED TITLE BLOCK ESC 6/15/17 NAME JAMB CONNECTION SUPPLEMENT DRAWING PART NO. REV. 324620 IP16 Wayne Dalton. GARAGE DOORS 3393 ADDISON DRIVE PENSACOLA• FLORIDA 32514 850) 474-9890 DRAYME 1 KORMSH' PE w373 COUNTY ROAD IFO YDUMT HOPL 0N0 FL PE 772A5 TX /E 1179E5 PROFTMOMµEMONa-I1'S SEAL PROMM M&Y FOR VDOFICAnON OF ALOAD CONSTRUCTION DETAOS MIN 2500 PSI CONCRETE N2M- MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE DESIGN 2 3/4' OF SUPPORTING STRUCTURE SHALL 4W EOCE 0 BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECO FOR THE STRUCTURE G 3/8' SIMPSON TITEN HD- 2-3/4' MIN EMBED. MIN B" BE7MEEN JAMB BRACKET LOCATION JAMB BRACKET 1/4-20119/16- TRACK BOLT AND 1/ 4-20 HEX NU TRACK DIPFCT CONCJ2FTF M011NTNC DETAl1 4 • No 77945 SiA Of •. Z 6/! 41N 2 a 4 SPF (G-0.42) DR BETTER WALL STUD ND7E: MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBRITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE - 5/ 15• LAG SCREW MEN J 1- 9/32' EMBED w CENTER OF STUD V 1/4•) FOR EACH JAMBRAETLOCATIONJAMB BRACKET 4- 201A/1 a- ACK BOLT AND 1/ 1-20 HOC N TRACK OIRF . T mon MOUNTING O T II MAX 420 ER JAMB CONNECTION SUPPLEMENT REVISIONS P17 UPDATED TITLE BLOCK ESC 5/15/17 I ORAI ING PART NO. I REV. 324620 1 P16 1 /2/2018 Florida Building Code Online B_utsi:ness &l Ad'ession_al Regu_lation. BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Sear F1oma r 01. Product Approval USER: Public User lhX, Zt Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail FL # FL19715-113 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, N) 08902 651)264-4178 Nicholas.Kopp@andersencorp.com Authorized Signature Nicholas Kopp Nicholas.Kopp@andersencorp.com Technical Representative Jon Berrian Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 732)435-1000 jonberrian@slbp.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 12/31/2019 Validated By Locke Bowden V' 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 I I Sections from the Code https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzkl hGufBV5nRNMfolDM5dhG310CYhzgZSGol vg%3d%3d 1/2 1 /2/2018 Florida Building Code Online M 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 FL # Model, Number or Name Description 19715A Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL19715 R3 II SWD002 SS 2017-06-15.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4875 SS 2017-06-14.pdf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 7 .2 eries 2 / 0 Ing a Hung xtru a my ing a ung in ow Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD012 SS 2017-06-14.Ddf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4807 SS 2017-06-14.12df Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.3 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD010 SS 2017-06-14.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: No Created by Independent Third Patty: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4805 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.4 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD011 SS 2017-06-14.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4806 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes Bck jNIf- Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi: supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a Ilcen: under Chapter 455, F.S., please click here . Product Approval Accepts: MREd Credit Card Safe https:// floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzki hGufBV5nRNMfolDM5dhG310CYhzgZSGol vg%3d%3d 2/2 ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE uSTED. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF SI/2 INCH THE DEPICTED LOCATION i SPACING IN THE ANCHOR LAYOUT DETAILS I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT, SMIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACX TO BE 312INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS, SMIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE OB WOOD SCREWS OR 11 GAUGE ROOFING NAILS OR 30d COMMON NAILS OF 071-dENT LENGTHTOAC'HIEVE 1• INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3/3' EDGE DISTANCE. FIN INSTALLATIOFL• FOR INSTALLATION INTO METAL STUD USE 96 SELF -TAPPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 H N 1 N BEYOND METAL WALL INSTALLATION SHALL MAINTAIN MIN. 3/6' EDGE DISTANCE. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE RIO WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/21NCM MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3 161NCH DIAMETER ITW TAPCONS OF SUFFICENT LENGTH TO ACHIEVE 1.1/4 INCH MINIMUM EMBEDMENT. INSTALLATION SMALL MAINTAIN MIN. 13/4- EDGE DISTANCE. F. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 020 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 thRtAJM PENETRATION BEYOND METAL WALL LO. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRIOL VENEER. AND SIDING. 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES: L THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY W FEHTHE 6TII EDITION FLORIDA BUILDING CODE (FBC), EXCLUDING HVHI AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING. AAMA/WDMA/CSA 101/IS.Z/A440-03/11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, ZX FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSINUTY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND ZX BUM (WHEN USED) SMALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO 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 SHAM PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVMZ AREAS. ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-OADE RER OR AMU. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUDLED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE 6. WINDOW FRAME MATERIAL: PVC 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL 7. IN ACCORDANCE WITH THE 6TH EDITION FIC, WOOD INSTALLATION ANCHORS INTO MORTAR J004TS. EOGE DISTANCE 15 MEASURED COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF OR SMALL BE OF A DURABLE SPECIES AS DEFINED IN BLOCK. CHAPTER 23. 13. INSTALLATION ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH ANCHOR B. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SMALL NOT BE GLASS CHARTS. SEE SHEET G FOR GLAZING DETAILS USED IN SUBSTRATES WITH STRENGTHS LESS TWIN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER 24. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD• MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF =0 PSL C. GROUT-FILLEDCMU• UNIT STRENGTH CONFORMS TO ASTM 490 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 200D PSL D HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMSTO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSL E. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 47.3 MIL (0.047B' or ID GAUGES MIN. 1/2' EDGE DISTANCE. F. ALUMINUM- MINIMUM ALLOY 6063-TS. MINIMUM WALLTHICKNESS OF 1/16'. MIN. 1/2' EDGE DISTANCE. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 INSTALLATION 6 GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL 6 HORIZONTAL SECTIONS (NAIL FIN) S VERTICAL 6 HORIZONTAL SECTIONS (THROUGH FRAME) 6 HORIZONTAL SECTIONS. BUCK INSTALLATION. 6 GLAZING DETAIL MAX OVERALL SIZE CONFI6. DESIGN PRESSURE MISSILE IMPACT RATENGWIDTHHEIGHT 34% 914• 0/X 35 / -35 P5f NON IMPACT 36' 66' CIA 50 / -50 PSF NON IMPACT 36' 74' O/X 50 / -50 PSF NON IMPACT 33' 7T O/X 35 / -35 PSF NON IMPACT 44' 62' DIX 50 / -50 PSF NON IMPACT 46' 72' CIA 35 / -35 PSF NON IMPACT 46' 64' DIX 20 / -20 PSF NON IMPACT 52' 72' O/X 25 / -25 PSF NON IMPACT 316' 63.75' O/X (ORIEL) 35 / -35 PSF NON IMPACT 46' 96' O/X (ORIEL) 20 / -20 PSF NON IMPACT 72' 62' O/X-0/X 35 / -35 PSF NON IMPACT 72' 34' O/X.O/X 35 / -35 PSF NON IMPACT 76' 6Y O/X-O/X 50 / -50 PSF NON IMPACT 76' 72' O/X-0/X 50 / -50 PSF NON IMPACT 76' 77' O/X-O/X 25 / -25 PSF NON IMPACT BO' 74, O/X-0/X 35 / -35 PSF NON IMPACT 96' 74' O/X-O/X 30 / -30 PSF NON IMPACT 106' 62' O/X-O/X-O/X 50 / -50 PSF NON IMPACT 108' 72' O/X-O/X-O/X 50 / -50 PSF NON IMPACT 305' 64- O/X-O/XC/X 25 / -25 PSF NON IMPACT DNglbPy Rlplwd by HRmw F. Narmo. P.E Ftu.. : I am apprc VQ INa doC .am FL#: FL19715Dab4: 2017.06.15 16.11 AB 4W rSilverLine f Andersen t, C w1lOK suvcaurt o4ivF no, 1H 44VNswlgl w droo: Ni l7'.=X4Y.WW L0 Z O O vO V vJFmaLLV C1 Vf 40 43 Wi CJ`- LL•6/Z R Q LXJ •. z v1 Q PRD 6 Ln T C W ^. co N ETD Z j h F- N Y <F. Q O V V Z Cl DUI DW6 tt: SWD0. 02 SHEET: 1 OF 6 MAX FRAM HEIGHT 9! MAX FRAME WIDTH 48' ELEVATION SINGLE HUNG WINDOW MAX FRAME WIDTH 96' R E 4 3 F 5 4 MAX. FRAME HEIGHT 74' M94m 4 S ELEVATION TWIN SINGLE HUNG WINDOW H QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 22014901 RATINGS. SINGLE UNIT CONFIGURATIONS QUALIFIED CONFIGURATIONS MCH TOP CONMURATLONS FOR ALL 2902.4902 RATINGS. TWIN UNITCONFIGURATIONS MAX M HEIGHT MAX FRAM HEIGHT 9! MAX FRAME WIDTH 48' ELEVATION SINGLE HUNG ORIEL WINDOW MAX FRAME I WIDTH 108' I TRDLE SINGLE HUNG WINDOW Fsi lverLine UtlTldenen o snvFxtf.[ d.cvfi NyrN owrcwccx, Nr aazt na L>Zi »000 n N V yvy 2mcaSjocW . y W J Z( y mW Q oWLu i r` P D O r ~ d' •.. ..• ' F I PC: TmNCL Z j h p a S S u Z DWG #: SWD002 SHEET: 2 OF 6 2' MAX. FROM CORNERS L_ I I" MAX. r O.C. 11' MAX O.C. 2' MAX FROM CORNERS NOTE. «• . 62• YNRS.T C' W F.F S-U 11C ANOIMD MAX 6' O C. T HEAD. ]AYI. AND UTA ANCHOR LAYOUT NAIL FIN -SINGLE HUNG WINDOW 2' MAXFROm 4 1/2' MAX CORNERS I r O.C. 4 I/Z' CIA 2- MAX FROM CORNERS j 6' MAX FROM 20' MAXh- I O.C. E CORNERS I 6' MAX FROM CORNER.' T 20' MAX. O.C. 4 L_ 6'MAX. t FROM CORNERSL 1 ANCHOR LAYOUT THROUGH FRAME • SINGLE HUNG WINDOW 16 1/ INN a 1/2' MAX. 1 r— O.C. ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW MAX C. L- L_ W MAX FROM CORNERS I' MAX FROM CORNERS L 6' MAX O.C. L- 1`MAX FROM CORNERS L 6- MAX f-- O.C. ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW X FROM MA12' MAX. COO RNERS O.C. 161) a 1/2' MAX. 1 r— O.C. ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW MAX C. L- L_ W MAX FROM CORNERS I' MAX FROM CORNERS L 6' MAX O. C. L- 1` MAX FROM CORNERS L 6- MAX f-- O.C. ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW X FROM MA12' MAX. COO RNERS O.C. 161) W MAX FROM CORNERS I' MAX FROM CORNERS L 6' MAX O.C. L- 1` MAX FROM CORNERS L 6- MAX f-- O. C. ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW X FROM MA12' MAX. COO RNERS O. C. 161) EM V LE ANCHOR STRAP6- MA P/N 50- 2995-2 FROM CORNERS SEE SHEET 5FORDETAILSANCHORLAYOUTTHROUGH FRAME -TWIN SINGLE HUNG WINDOW ANCHOR STRAP P/ N 50- 2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW SilverLine Andersen aw 5r " ERiN( 04I"E hm h abU wIQ NJ OIi02 n' oat,asmaD Q y P S um H {may 44 y Z g O 22FO U wg< zmljc a<m w N < co QH < < wcc FcLz W I— v o0 m hO p H z v 0 iz m O LU w r- o a w o Q 9 Pip``` m > m v, m z v, Zr mx cr p a{ 3 2 u z CIO 1%j In DW6 tt: SW0002 SHEET: 3 OF 6 CONCRETE/ MASONRY BY OTHERS 1 1/2' MIN EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY 6 2X Q • WOOD BUCK BY OTHERS 6 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 3/8' MIN. EDGE DIST. 8 WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS MAX. PERIMETER / SHISHIM SPACE SEALANT ( 1UNITBYOTHERS4 UNIT HEIGHT EXTERIOR INTERIOR SEE GLAZING DETAIL. SHEET 6 VERTICAL SECTION Q HEAD -21XWOOD SUCK NAIL FIN SEE 6LA ZrNG DETAIL, SHEET 6 EXTERIOR INTERIOR UNIT HEIGHT PERIMETER SEALANT 4 l BY OTHERS 1/4' MAX EXTERIOR FINISH SHIM SPACE BY OTHERS 8 WOOD SCREW INSTALLATION ANCHOR 3/8' MIIJ, WOOD BUCK BY OTHERS EDGE DIST. SEE SHEET 6 FO CONNECTION DETAILS p- _• a CAULK BETWEEN CONCRETE/ MASONRY NCRETE/ MASONRY 6 2X BY OTHERS WOOD BUCK BY OTHERS I Lr MIN. EMBEDMENT A) VERTICAL SECTION q SILL -2xWOOD BUCK NAIL FIN Silver Line L-Ar]dersen Mc 5nv1au* ouvc rJo•n Wft5vrtcc W DWM nr (»n •:woo F• 7p v n N 1/4• MAX MIN. 3/8' EDGE DISTANCE SHIM SPACE a o o 9Z3f SASH REINFORCING SEE SHEET 6 FOR REQUIREh1ENT5 MIN. 3 THREADS N' SEE Glr27tJG PENETRATION BEYOND t v AADETSHEET 6 METAL STRUCTURE N ce m CL INTERIOR U8 GA.5 5ELF-TAPPING'SCREW Lu n d INSTALLATIONANCHORv i METAL STUD BY OTHERS, SEE SHEET I INSTALLATION Q NOTE 14 O m EXTERIOR FINISH BY OTHERS F EXTERIOR PERIMETER SEALANT BY OTHERS O 0 v oA, In m zUNIT WIDTH a p Lu h ui ao HORIZONTAL SECTION A ] Anne • nlerAL m10 NAIL FIN 1'; Iln I K oC° vI mZ %h N = s N oaI%.) • DWG u: SWb002 SHEET: 4 OF L 10 WOOD SCREW INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN ° CONCRETE/MASONRY ' BY OTHERS '.'..'....... . EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERSF / O.A. EXTERIOR l / UNIT HEIGHT SEE GLAZING DETAIL. SHEET 6 3/4• MIN. EDGE DISTANCE 2X WOOD BUCK/5TUD BY OTHERS SEE SHEET 6 FOR U4' MAX. CONNECTION DETAILS SHIM SPACE SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS SEE 61IG 11/2' M1TL DETAIL SHEET 6 EMBEDMENT INTERIOR 1/4' MAX. SHIM SPACE - INTERIOR E VERTICAL SECTION 5 HEAD-2X WOOD BUCK THROUGH FRAME SEE GLAZING DETAIL. SHEET 6 IEXTERIOR O,A. UNIT HEIGHT PERIMETER SEALANT BY OTHERS INTERIOR ANCHOR STRAP, AT TWIN 6 TRIPLE CONFIG. ONLY. SEE PLAN VIEW -ANCHOR STRAP P/N 50-2995-2)' DETAIL AT 4 RIGHT FOP. INSTALL REQ. 1/4• MAX. r SHIM SPA EXTERIOR OJl UNIT WIDTH MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. 1/2• EDGE DISTANCE 10 GA. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TVBE/STUD OR APPROVED MVLLION BY OTHERS. SEE SHEET 1 INSTALLATION NOTE 14 PERIMETER SEALANT BY OTHERS F_HORIZONTAL CE SECTION 5 JAMB- METAL TUBE/STUD OR APPROVED MULUON THROUGH FRAME 5) 014 PANCAKE HEAD SCREWS FROM STRAP TO 4.0000 4.0000FRAME, HOLES PROVIDED TO ACCOMODATE 014 DIA. 2 0000 2 0000 0.500 0.0620 0. 0 EXTERIOR FINISH BY OTHERS 1 1/4• MIN. EMBEDMENT PRECAST SILL BY OTHERS ' 3/16' ITW TAPCON o o' INSTALLATION ANCHOR f 3/4• MINA O E06E DISTANCE VERTICAL SECTION S SILL-CONCRETE/MASONRY THROUGH FRAME 2.3750 D(2)—r--6.0000 INSTALLATION STRAPFROMTRAP PLAN VIEW - ANCHOR STRAP (P/N 50-2995-2) OPENING. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16• ITW TAPCONS PER STRAP, MIN. 1-1/4' EMBEDMENT, MIN. 1-3/4' EDGE DISTANCE. B. FOR INSTALLATION TO METAL STUD, USE (4) 910 SELF -DRILLING SCREWS. 6R. 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4' EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN. 1-1/2• EMBEDMENT. MIN. 1' EDGE DISTANCE. Il(iP1S@n SilverLine acra.oaeaa 1^A OK m ful+[ okm roo°n WeavtR w onOe rx (71') 4n Oo0 li m 3 Mr'^ h8v 7 N g 1 S Z N O N Cy ocCI v w W ] d W zt < W V OD 01 i CS^ a w m G Z Riw< H 4 .rl m G O] Vf m 2 VI z a NG #: SW0002 IEET: 5 OF 6 O] Vf m 2 VI z a NG #: SW0002 IEET: 5 OF 6 INTERIOR INTERIOR SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF REQUIREMENTS REQUIREMENTS. VERTICAL SECTION 4HORIZONTAL SECTION MEETING STRE 6 INTERMEDIATE FRAME MUWON I- ALUMINUM SASH REINFORCD46 IS REQUIRED FOR THE FOLLOWING SIZE/RATIN&S: 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-OIX). DESIGN PRESSURE •/- 50 PSF 108 X 62, (O/X-O/X-O/X), DESIGN PRESSURE 4-50 PSF 108 X 72. (O/X-0/X-O/X), DESIGN PRESSURE •/-50 PSF u C - STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62. (O/X-OIX). DESIGN PRESSURE -/- 35 PSF 0-STEELINTERMEDIATEFRAME'SMALL'REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATIN65: 76 X 62, (O/X-O/X), DESIGN PRESSURE •/. 35 PSF NOTE: ALLGLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT F8C AND ASTM E 1300 . GLASS LOAD RESISTANCE. 5/8' O.A. I.G. GLASS EXTERIOR / / INTERIOR O MIN. GLASS 1 BITE U2' 1/8' SETTING BLOCK GLAZING DETAIL 1 NOTE: L LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED IS NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK 1/4' ITW TAPCON ANCHOR 4' FROM CORNERS 16' MAX O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 1 1/4' MIN. _ EMBEDMENT 1 U2' MIN. EDGE DISTANCE 2' MIN. EDGE \ DISTANCE I ` CONCRETE/ MASONRY BY OTHERS SUCK INSTALLATION DETAIL SilverUne L Andersen aH w¢Darn t+w*+ undswl:unm w 069oz wt Crzl u am ep wH p m W ZO p a W it o 0 ~vb tz fie: , Iffi * r,l``` 3 gn h z w N Z act po 3 _ %.) Z p DWG 4: SW0002 SHEET: L OF 6 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL19715 Report No. 4875 61h Edition Florida Building Code Method: 1 — D (Engineering Evaluation) Category: Windows Sub — Category: Single Hung Product: Series 290014900 Single Hung Window Material: PVC Product Dimensions: See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer 4 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' 1111111111. S F. S 1.0 ; 7 _ O,'• OP:'• 10 i ONAL Hermes?0, P.E. Florida No. 73778 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 i# 73778) for Silver Line Building Products based on Method id of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 61h 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 61h Edition Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 61h Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 lrl\\ BUILDING DROPS FL#: FL19715 A Perfect Solution in Every Drop Date: 06/14/2017 Certificate of Authorization: 29578 Report No: 4875 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association (FBC Organization #: QUA2515). Performance Standards: The product described herein has been tested per: Referenced Data: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: B9241.01-109-47 5/18/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D9358.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/05/2015 E5610.01-109-47 3/05/2015 E5611.01-109-47 3/03/2015 E5612.01-109-47 5/07/2015 E7244.01-109-47 6/16/2015 E7250.01-109-47 6/16/2015 E9219.01-109-47 10/21/2015 E9220.01-109-47 10/21/2015 E9223.01-109-47 10/28/2016 2. Quality Assurance Window and Door Manufacturers Association FBC Organization #: QUA2515) 3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 lrlBUILDING DROPS A\\ 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 Professional Regulation BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts ! Publications I FBC Staff ! BCIS Site Map ! Links I Sear Florida r Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail FL # FL12194-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived l Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer j 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 Ii Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R6 COI ALC15001.3 2017 FBC Evaluation Report 04 T4 Soffits final.Ddf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ°/a3d%3d 1/2 1/2/2018 Florida Building Code Online ' 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 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen: under Chapter 455, F.S., please click here_ Product Approval Accepts: https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 2/2 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /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. a\ 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6`" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. aYitR G'rP• . 9i Q ••.,G•E N SF• cP 0'. No 74021 ' STATE OF • 4/ CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit — 12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit — 16-inch o.c. Fastener Fastener Location Location 1 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location 11- Fastener Fastener Location 11,l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment 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 12F-1 Max. 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch 0.072-inch dia. x min. 3/16 inch head dia. trim nail t40.0 24-inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-2 Max. 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch head diatrip nail spaced 48- 48 64. 2 spaced 24-inch o.c. and securing each panel lap inch o.c. One ( 1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F- 3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced hnel 0.072- inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. panel and securingeachpalapphead dia. trip nail spaced 48- 64.2 inch o.c. ALC15001.3 FL12194- R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16 inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch O.C. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood c. 4-inch oand securing each finishing nail with min. 3/16- t53.3 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. 1617- 3 16- inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail 25. 6 inch o.c. O.C. spaced 36-inch o.c. Three ( 3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F- 4 Max. Wood crown staples in diamond pattern Wood One ( 1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16- inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001. 3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min 1.75-inch x 16F-5 Max Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.316-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1o. ch leg staple spaced 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood panelo.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. inch head spaced 16-inch o c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch 16J 1 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 23.5 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width Psf)I Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap AttachmentAttachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga1/4- One ( 1) min. 1.75-inch x Max inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0. 072-inch diameter 24F- 1 12- inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8 finishing nail with min. 80/-90 diamond pattern inch x 7d ring One ( 1) min. 1.75-inch inch o.c. 3/ 16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24- inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One ( 1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One ( 1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0. 072-inch diameter 80/ 24F- 2 12- inch Wood smooth shank rafter with one Wood leg staple spaced 8 finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/ 16-inch head spaced 16- inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No. 2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One ( 1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0072- inch diameter 80/ 24F- 3 12- inch Masonry inch long T nail rafter with one Wood le g staple spaced 8- finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/ 16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC 15001.3 FL12194-R6 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 51G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is 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 1 x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 Max. Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 16-inch spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1 75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC 15001.3 FL12194-R6 7of8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is 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 psf) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga.'%_ One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch 1) min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. 60 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8 inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each 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-nch -inch One (1) min. 1.75 inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75 lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC 15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail 12F-1 & 12F-3 Min. 3/8" head dia. nail with min. lu" engagement(for wood substrate) or min. 0 097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Wood, Concrete or Block Wall FASCIA LIP 1/4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. L-PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL 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 sAIN SOFFIT STAPLE OPEN RAFTER s 3/4' x 1/a• ; DIAMOND PATTERN I L3/0' CROWN STAPLES , ,DETAIL USING A DIAMOND WTI'/ srAus i PATTERN FACIA BOARD FASCIA CAP 12 F-2 3/4' X 1/4• CROWN FACIA BOARD 8' 1-3/4• TRIM NAILr7'F' STAPLE ON CENTER 1-3/4• TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4 • X 1/4' DOWN CROWN STAPLE SOFFIT —max. 12-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA D ETAI L ALC 15001.3 FL12194-R6 2of12 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. 12J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 3/4" X 1/4" CROWN STAPLE "24" ON CENTER USING A DIAMOND PATTERN ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER T ` SOFFIT STAPLE olsr ; I El DIAMOND PATTERN I FACIA BOARD 11 ' LTvam DETAIL STAPLES FASCIA CAP 3/4" X 1/4' CROWN STAPLE "8" ON CENTER 1-3/4" TRIM NAIL J—CHANNEL 1-3/4" TRIM NAIL PAINTED S.S. screwed to soffit PAINTED S.S. 48" with one(1) #8 x 1/2" x 3/8" head O.C. diameter screw, 16" o.c. SOFFIT —max. 12-inch span SOFFIT WOOD OR BLOCK SUBSTRATE FACIA BOARD FASCIA CAP 3/4" X 1/4" CROWN STAPLE SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1'q- CROWN STAPLE OPEN RAFTER FASCIA BOARD N 6A S/6' I -NCI 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT 1 FASCIA OETAR 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 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 System No. Installation Detail Min. 3/8" head dia. nail with min. 1%11 engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 CHANNEL Wood, Concrete or Block Wall ZIA 1 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 ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n„`, SOFFIT STAPLE OPEN RAFTER 3/4- x 1/4• DIAMOND PATTERN D ETAI LLVWCROWNSTAPLES , USING A DIAMOND WTVECMr stirs i PATTERN FACIA BOARD FASCIA CAP 16F-4 3/4• X 1/4- CROWN FACIA 80ARD 8. 1-3/4• TRIM NAILSTAPLEONCENTER 1-3/4• TRIM NAIL PAINTED S.S. f" CHANNEL CAN BE PAINTED S.S. 48• FASCIA CAPINSTALLEDWITHTHEQ.C. NAILING FLANGE UP OR 3/4• X 1/4• DOWN CROWN STAPLE SOFFIT— max. 16-inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix IS System No. Installation Detail 1 I- TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1',4" CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'x}' CROWN STAPLES SOFFIT &FASCIA USING A DIAMOND DETAIL 16F-2 & PATTERN: REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP; REFER \ TO SOFFIT i FASCIA / DETAIL 8 F- CHANNEL 3/e SOFFIT; MAX. 16' _ I 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER 3 nWM" SOFFIT STAPLE 01ST DIAMOND PATTERN IL I DETAIL FACIA BOARD 1 yr WTVCDO STMLCS / 3/4- X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-13/4' X 1/4' CROWN 8' ON CENTER 1FACIA BOARD NEL TRIM NAILPAINTEDP1-3/4' JS.S. S.S. 48'FASCIA CAP O.C. 3/4' X 1/4' CROWN STAPLE SOFFIT —max. 16-inch span S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC 15001.3 FL12194-R6 8of12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 f' TRIM NAIL FASCIA BOARD PAINTED S.S. 1-4- CROWN FASCIA CAP STAPLES SOfF1T USING A DIAMOND PATTERN: REFER TO 1'.I' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24174 1-4* CROWN STAPLE FASCIA CAP; REFER TO SOFFIT 1 FASCIA \ DETAIL / Nominal Ya2' SYP f Batten Anchored to SOFFIT; MAX. 24' F-CHANNEL Rafters with one Td Ring Shank Nail at W000 SUBSTRATE every Rafter / SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I!' TRIM NAIL -\ FASCIA BOARD PAINTED S.S. I14' SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFtT 1'r1' CROWN STAPLE 1 t' TRIMNAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 1'4- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL Nominal 1'a2' SYP Batten Anchored to SOFFIT: MAX. 2L' F-CHANNEL Rafters with one ld Ring Shank Mad at every Ratter MOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 !- TRIM NAIL FASCIA BOARD PAINTED S.S. 14GA 7-NAILS FASCIA CAP SOFFIT 1'c1' CROWN STAPLE 1 }' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 1'.1' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA oo DETAIL Nominal 1'x2' SYP Batten Anchored to SOFFIT; MAX. 24' F-CNANNEL Rafters rith 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I f' TRIM NAR FASCIA BOARD PAINTED S.S. 1"4' CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER TO CANTILEVERED 1" 'CROWN STAPLE SOFFIT STAPLE RAPIER DIAMOND PATTERN OETAR FASCIA BOARD SOFFIT & FASCIA I ' TRIM NAR PAINTED S.S. DETAIL 24J-1 r i"rJ- CROWN STAPLE 24J-2 FASCIA CAP: REFER TO SOFFIT t FASCIA oo OETA4 8• \ . Nominal 1' x 2' SYP battens scabbed between rotten and SOFFIT; MAX. 24' 3/8 secured sed wM one (1) 7d ring Ishanknailstraight -nailed through the roger Into the end WOOD SUBSTRATE of the batten or two (2) 7d i ring strank nads toe-narled on either side of m sthebatlef the battenlrofter mterse uon SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, Il, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. Vot is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. 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 hotfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 16.9 19.8 722.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 5 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7- 16.9 19.2 21.7 24.3 27.1 30.0 4 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 Enclosed 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 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 1 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 1 26.3 29.5 32.9 36.4 ALC 15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C 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 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 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 Enclosed 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 1 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. ACREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 1 -70.0 77.5 4 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 5 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 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 Enclosed 4 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) 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 5 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel ALC 15001.3 3/4" r 1/8" HEM T 7 3/4" 3/8' FL12194-R6 ISOMETRIC VIEW 3/8- PROFILE ISOMETRIC VIEW 3/8' PROFILE ALUMINUM COILS, INC Soffits Appendix D Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/8" 1/8" HEM 6"FASCIA 7" BLANK 1/4" ICnMFTRIr vIFW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit ou•m o.ixs Try 18' BLANK 3 / 8 PROFILE zirsFU osrrn ooaao 0000 0000a 0000 oaoao ooao 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 5/16" ALC 15001.3 3 1/8" 7/8" 7/8" 1 31/8" 1/2" / \ 1/2" 1/2" 1/2" 1/2" y o Zs TYP 0.R5' TYP 13.75" BLANK 3/8" PROFILE 2. 17S REF 0000 D00 ooa 00000 ooao END OF REPORT FL12194-R6 ALUMINUM COILS, INC Soffits Appendix D Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (OUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Certified Testing Laboratories (TST1577) Certified Testing Laboratories (TST1577) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) LIMITATIONS Report No. Standard Year CTLA 1847W AAMA 1402 2009 CTLA 2076W AAMA 1402 2009 ACIX-003-02-01 AAMA 1402 2009 ACIX-003-02-02 AAMA 1402 2009 This report is not for use in the HVHZ. Design wind loads shall be determined in accordance with FBC Section 1609. Soffits shall be labeled in accordance with FBC Section 1709.10. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. 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, 6t' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. No 74021 ; O'.. STATE OF : O R % Sj0 N A E %%o CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit — 12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit — 16-inch o.c. Fastener Fastener Location Location 1 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Local tion f- Fastener Fastener Location Xl ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 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 dia. trip 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 inch 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lapp 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 W Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/ inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. aced 8-inch o.c. spaced head diatrip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F- Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One ( 1) 18 ga. 1/4-inch crown x One ( 1) min. 1.75-inch x 16F- 1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0. 072-inch diameter finishing nail with min. 3/16- t53.3 12- inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One ( 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 oand securing each c. finishingnail with min. 3/16- t53.3 spaced 16- inch o.c. panel lap inch head spaced 12-inch o.c. Max. One ( 1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0. 072 inch dia. x min. 16F-3 16-inch Wood 1. 25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16- inch head dia. trim nail t25.6 inch o. c. o C. spaced 36- inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24- inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48- inch o.c. ALC 15001. 3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width 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- 1-inch leg staple spaced 4-inch 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. lap inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 16J-1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 spaced 24-inch o.c. nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25 Wood leg 8- g staple spa finishing nail with min. 80/-90 diamond pattern inch x ring One (1) min. 1.75-inch inch o. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood le g staple spaced 8 finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap AttachmentAttachment 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 in. 1) m2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c i shanknailchinchailOne ( 1) min. 1.75-inch each panel lap 16-inch o.c. x 0.072-inch diameter finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female One ( 1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F- 5 Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 16 inch roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16- inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch 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 W Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. 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 psi 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 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. t60 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 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 NSYP Three (3) 18 nail straight -nailed through the rafter female lock or spaced 16-inch o.c. One ( ga1-inch .''/. One ( 1) min. 1.75-inch anchored to ga.1/4-inch crown into the end of the securing each panel inch croownn x 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. t53.3 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 inch o.c. nailed on either side inch x 0.072-inch lap 24- inch o.c. 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. m No. I Installation Detail 12F-1 & 12 F-3 Min. 3/8" head dia. nail with min. 1'W" engngement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Wood, Conc-t? or Block W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. 1—PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. J Installation Detail 12F-2 3/4' X 1/4' CROWN STAPLES USING A DIAMOND PATTERN I F' CHANNEL CAN BE INSTALLED WITH THE NAILING FLANGE UP OR DOWN WOOD SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B SOFFIT STAPLE OPEN RAFTER L DIAMOND PATTERN j I' DETAIL srAvt.ts i FACIA BOARD CAP 3/4' X 1/4' CROWN STAPLE '8' ON CENTER 1-3/4' TRIM NAIL-+ PAINTED S.S. 48' O.C. SOFFIT -max. 12-inch span 1-3/4' TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4' X 1/4- CROWN STAPLE SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER SOFFIT STAPLE 01ST IL1 STAPLES DIAMOND D ETAI Li PATTERN FACIA BOARD ve trWIMNSTAPLES / 3/4" X 1/4" CROWN STAPLE "24" JS.S. ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 ILI 3/4" X 1/4" CROWN B" 1 FACIA BOARD CHANNEL 1-3/4" TRIM NAIL STAPLE ON CENTER PscrewedtosoffitPAINTEDone11)k8x S.S. 48"with FASCIA CAP 1/2" x 3/8" head O.C. diameter screw, 3/4" X 1/4" 16" o.c. CROWN STAPLE SOFFIT —max. 12-inch span SO WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J- TRIM NAIL FASCIA ROARO PAINTED ).S. FASCIA CAP SOFFIT 1'CROWN STAPLE OPEN RAFTER FASCIA 80ARO 14 6151F I -NM 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT 1 FASCIA DETAIL F' CHANNEL SOFFIT; MAX. 16" SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16F-3 Min. 3/8" head dia. nail with min. 1W' engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Wood, Concrete or Block W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail SOFFIT STAPLE OPEN RAFTER ; STAPLES'°' , DIAMOND PATTERN 3/4• x 1/4• El D ETAI LCROWNSTAPLES1` USING A DIAMOND snw.Es i PATTERN FACIA BOARD FASCIA CAP 16F-4 3/4" X 1 /4" CROWN FACIA BOARD 1-3/4" TRIM NAIL 8" r7'F' STAPLE ON CENTER 1-3/4" TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAP INSTALLED WITH THE O.C. NAILING FLANGE UP OR 3/4" X 1/4" DOWN CROWN STAPLE SOFFIT- max. 16 -inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA D ETAI L ALC 15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16F-2 & 16F-6 ALC 15001.3 Zi ST USING A 01 PATTERN; REI SOFFIT S DIAMOND PA F" CHANI WC SUBS7RA FL12194-R6 ALUMINUM COILS, INC Soffits Appendix B 1 I' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT CROWN STAPLE AFTER BOARD SOFFIT & FASCIA DETAIL CAP: REFER / \ FIT L FASCIA 8„ I 3/8 MAX. 16' SOFFIT STAPLE DIAMOND PATTERN Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail OPEN RAFTER 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN 16J-1 CHANNEL 1-3/4- TRIM NAIL) PAINTED S.S. 48' O.C. SOFFIT —max. 16-inch span WOOD OR BLOCK SUBSTRATE ALC15001.3 ALUMINUM COILS, INC Soffits Appendix B n ` SOFFIT STAPLE DIAMOND PATTERN I I DETAIL FACIA BOARD 1 yr tvtnN/ srAvLts ASCIA CAP 3/4- X 1/4- CROWN 1-3/4' TRIM NAILSTAPLEWONCENTER PAINTED S.S. FL12194-R6 SOFFIT FACIA BOARD FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA D ETAI L 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 J' TRIM NAIL FASCIA BOARD PAINTED S.S. 1-4- CROWN STAPLES FASCIA CAP USING A DIAMOND SOFFIT PATTERN: REFER TO 1' 'CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 f' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT 8 FASCIA DETAIL 24F-18 24F- 4 4- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA \ DETAIL / Nominal 1'a2' SYP I 3 e1 BatlenAnchoredtoSOFFIT; MAX. 24' F- CHANNEL Rafters with one 7d I Ring Shank Nail at WO0O SUESTRATE every Rafter 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 I I' TRIM NAIL FASCIA BOARD PAINTED S S. 1A- SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFIT 1'r1' CROWN STAPLE I I- TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24 F-5 I's' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT t FASCIA DETAIL Nominal I'a2' STP Batten Anchored to SOFFIT; MAX. tL' F-CHANNEL Rafters vith one 7d Ring Shank Nail a1 every Railer 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 I t' TRIM NAIL FASCIA BOARD PAINTED S.S. 146A i' T-NAILS FASCIA CAP SOFFIT 1'c!' CROWN STAPLE 1 }' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 I'x1' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL Nominal 1'x2' SYP Batten Anchored to SOFFIT; MAX. 24' F-CHANNEL Rafters with one 7d Ring Shank Nail at every Rafter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 f' TRIM NAIL FASCIA BOARD PAINTED S.S. 1•4• CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN, REFER TO CANTILEVERED 1-4- CROWN STAPLE SOFFIT STAPLE DIAMONO PATTERN RAFTER OE T AIL FASCIA BOARD SOFFIT & FASCIA I f TRIM NAIL PAINTED S.S. DETAIL 24J-1 8r 1 CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT 8 FASCIA DETAIL BNominal1' s 2' SYP battens cabbed between and SOFFIT; MAX. it' j/B J-CHANNEL secured xnth one (1) 1) 7d7d rang shank nail straight-nailetl through the rafter Into the end W000 SUBSTRATE of the batten or two (2) 7d ring a(tank nails We -nailed on either aide of the battern at the batteNrafter Intersection SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. Vuit 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 hotfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 5 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 Enclosed 4 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 4 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 1 -62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 Enclosed 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 5 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 4 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 Enclosed 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 35.043.7 48.4 Positive Loads) 20 13.9 16.3 18.9 21.7 24.7 27.934.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.136.3 40.3 5 30 15.1 17.7 20.6 23.6 26.9 30.337.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.240.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.742.1 46.7 60 17.4 1 20.5 23.7 27.2 31.0 35.0 1 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 4 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 5 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 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 4 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 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 5 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 3/8" F-Channel 3/8" 3/8" J-Channel 3/4" 1/8" HEM 3/4" 3/0' ISOMETRIC VIEW 3/E- PROFILE ISOMETRIC VIEW 3/E' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 7/81, 1/8" HEM 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 015-Tvv 0 125' TW 18* BLANK 3 / 8 PROFILE zvsrU a000a 000 00000 0000 0000a oaoo ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/8" 7/8" 3 1/8" 7/8" 3 1/8" 5/16" 1/2" 1/2" 1/2" < 1/2" 1/2" 3/4" 13.35" BLANK 3/8" PROFILE 2 175' REF 050'TVP 02STVP DJ2S TVP 0 aoaoo oao ooaoo oaoo 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. 1 /2/2018 Florida Building Code Online RZqula fion BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge ' Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Sear diolrbRodda 21 Product Approval r USER: Public User S p:'T' Product Approval Menu > Product or Application Search > Application List > Application Detail T4FZk-W131e FL * 1`15444-1112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com Technical Representative Mark D. Harner 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 I 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 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 I I Product Approval Method Method 1 Option D file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%2OCode%200nline.htmi 1/2 1/2/2018 Florida Building Code Online ^ Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen! under Chapter 455, F.S., please click here_. Product Approval Accepts: file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%200nline.html 2/2 QOTRRINITYIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610) 651-5847 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization a9503 3S3 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.05-1113 FL5444-R12 Date of Issuance: 09/22/2005 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6`b Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: 1'- tt,tt`itrt", rt cT. •e`OF: FLU, Robert J.M. Nieminen, P.E. 0; Florida Registration No. 59166, Florida DC4 ANE1983 J{ The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/05/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinityJERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither 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. QOTRINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 61h Edition (2017) Florida Building Code and 6th Edition 2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM 1)3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC ( TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC ( TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC ( TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC ( TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, I. I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; 610) 651-S847 Revision 13: 09/OS/2017 Page 2 of 12 QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", XT'" 25, XT'" 30 and XT'" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont®, Belmont® IR, Carriage House Shanglem, Grand Manor Shangle®, Landmark'", Landmark'" IR, Landmark'" Pro, Landmark'" Premium, Landmark'" TL, Landmark'" Solaris and Landmark" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake'" IR, Presidential Shake TL'" and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate'" and Highland Slate'" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge", Shadow Ridge'", Cedar Crest'", Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. 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 HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM 137158, Class H, indicating the shingles are acceptable for us in all wind zones UP to V,,d = 150 mph (V„it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,Sd = 150 mph (V„ It = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'") exceeds the calculated uplift force (FT) at a maximum design wind speed of V,sd = 150 mph (V„ it = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 611320- 3. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1113 Certificate oJAuthori:ation #9503 6"' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 3 of 12 QOTRINrry I ERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 614320-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. 6.4 ^"._XT3a25tXTTM';30:1•XTT 30aIR: `i• .:i ik- ,L . s.,.,,.:a ', V+ yI.1."y,.f+r."' ,; 1 20.E i Y / 1 ' . r'.rfr• j.IY.A i.t . 1 i r .':4. . .V. fez+. •n ENGLISH 5 5/e" 0 45 rr 5 lip - for Nori Plant DARD SLOPE 191. 19" 12" 305 mm)-- 305 mm)-- 305 nun)-; j' 1 ' (25 mm) Sealant 1"(25 mm) 'j n) ood METRIC 131/e" 131/e" t31/s" 1" (25 mm) Sealant t" (25 nm) 6 rre„ Figure l l -3: r1se four nails for et)M full sbingle. STEEP SLOPE Use four nails and sLt spots of asphalt roofing cement* for every hill shingle (Figure 11-4). Asphalt roofing cement meeting ASTAI D4586 Type 11is suggested. Rooltng Cement Apply 1"(25 mm) spots of asphalt rooling cement under each tab corner. Figure 11-4: Use four nails andsiv spots ofaspball mmenl on skep slopac CAUrION: Excessive use of roofing cement can cause shingles to blister. 6.4.1 Hip & Ridge for CT2070, XT" 25, XT" 30, XT" 30 IR: Cut Shingles 25mm)U 1 " i { 2" (50 mm) —RemeovI It I 1 1t 1 — — 1 — — I Cap Cap Cap 3 tm) Shingle Shingle Shingle Figure 11-24: Oil labs, Ibsen trim back to stake cap sbingles Frighsb dimensions shown). S' 12"(305M11) Eason 125 mm) WS aowe 5A5 ml Sooa p a l Figure 11.25. Inskllalion of caps along the bips and rklges. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NP3'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate ofAuthoriration r19503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL.5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 4 of 12 6.5 6.5.1 LOW AND STANDARD SLOPE STEEP SLOPE Use SIX nails for et,enl hill shingle located as shown helot(•. Ned Line Nail Nail Line t' (25 min) I' (25 mm) Figure 2: Use sir nits irr ererr frill stir{kle. QOTRINITYIERD Use SIX nails and FOUR spots of asphall roofing cement for eten• full shingle as shown below. %pply asphalt roofing cement 1"(25 min) from edge of shingle. Asphalt roofing cement meeting ASTM U 4586 Type 11 is suggested. Hip & Ridge for Arcadia'": Cedar Crest'", Cedar Crest'" IR 1' (25 min) V (25 mel Fi ure J: Use six Nails and four .yr ds of aspbnll ro(f t q cerneni on sleep slopes. Use two (2), minimum 13/,-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 "Sonolastic® NPl'W' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. 203 mm) (305 mm) M Hand -sealing adhesive 4" 3/4" 1" Dab of asphalt cement between shingle layers Exterior Research and Design, I.I.C. Evaluation Report 3532.09.0S-R33 Certificate ofAuthoriration #9503 6`" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 5 of 12 6.6 QOTRINITYIERD JT©. OR'BELIVIONTR ;y. Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, asphalt roofing cement" for every full located as shown below. Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meetingtoop.OoA0 ASTM D4586 Type II is suggested. popo,4opAo11!l, o Additional nails it required. 1 FAMA 10,0 R14, L'q 11 11110I00401IMANA00 i 1- (25 min) Roofing Canrnt 6.6.1 Hip & Ridge for Belmont® or Belmont® IR: 6.6.1.1 Option 1: For Belmont®, refer to instructions herein for Cedar Crest`" or Cedar Crest'" IR hip and ridge shingles. For Belmont® IR, refer to instructions herein for Cedar Crest'" IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont®: Shangle® Ridge Figure 17-18: Sbangle° Ridge. 18• Exposure Remove tape from the right side t ; g•`_ I and fasten r 1I SECOND Fasten the left side 85/s/ RIGHT FIRST LEFT Figure 17-19: Installation ofSbangleO Ridge sbingles on bips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NPl1" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13 Certificate otAuthoriration #9503 6"EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-RlZ CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 6 of 12 TOR IWry ERD 6.7 CARRIAGE HO USE'SHANGLE'AND;GRAND MANOR $HANGLE: s LOW AND STEEP SLOPE 6.7.1 6.8 STANDARD SLOPE Use five nails for every full Shangle. F- 5/81' 16 mm) 100, Owe 1" mm) L Figure/7 UsefuvnallsforererPfr/1Grand dlanorSbangle, Carriage House Sbangle, or Centennial Slate. Ilse seven nails and Uiree s7wis of asphalt roofing cement for every full Grand Manor Shangle. Use fie nails and three spots of asphalt roofing cemen for even full Carriage Ilouu: Shangle and centennial Sl uc. Apply asphalt ra,fing cement 1" ('15 nun) from edge of shingle Figure 17-5). Asphalt roofing cement niceing,t.S-rM U45.96 11pc 11 is suggtsiel. f ( 38 mm) L( 2or less { _1.. L) I (25 mm) 5B" 8 5/8" 220 mm) 25 mm) Roofing Camara Figure 17.5: e'ben installing Grand ,11anor Sbangles on steep slopes, use seven nails and tbree spots oJ'aspball roofing cement. Hip & Ridge for Carriage House Shangle® and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles NDMi4R§ Kjm, LANDIVIARI(r'"IR'LAND KT""PROLANDMARK?"PRE MIl1M LANDMARK*'"tTLjLANDMARKT"" QSO LARIS NDM'ARK'"" SOIARISORTHGi4TE • '?: r xt " Lf ?4: 1tNra+YrrriT. +1 nrNwsiei-t4ir.+ rrararl+alettyccl rMia.i: •fir .av .•'.ft i n'-x) ". (: Gee. F LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 12" 1--( 305 mm)--(375 mm)----(305 mm)--{ a... oraurrnm. er,a rcaawaw I"( 25 mm) Release Tape 1" (25 mm)--I f J IM' Nailabler Am LANDMARK TL NorthGate: Figure 1.1.4: Use four nails for ereg• fall shingle. AIDE WING 12- 14 314' it AREA I (305 mm) y +— (375 mm) (305 mm) I Nailing lints 1' ( 25 mm) Upper nal We 1' (25 mm)— - ower W Ira I ) Rating areas for low and standard slopes (from 2:12 to 21:12) Nil bere'oan upper 61axa Ines as 0owm above. Exterior Research and Design, I.I.C. Certificate ofAuthoriration119503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 3532.09.05-1113 FL5444- R12 Revision 13: 09/05/2017 Page 7 of 12 STEEP SLOPE Ilse six nails and four spots of asphalt roofing cement for every full laminated shingle. Sec below. Asphalt roofing cement should meet . ASTdt D4586 T pe IL Apply I' spots of asph:dt roofing ceuient uncle each corner and at about 12" to 13" in from each edge. METRIC DIMENSIONS 12" — 305 mm) 1"(25mm) I Nail Area For SteepT 25mm) 143/ 4"— 12..--I 375mm) (305 mm) cease Tape I ( 25 mm)--i PRoofine Cement 25 mm. QOTRINITYIERD LANDMARK TL r( 131/ 2" 343 mm) 13" 330 mm) 131h" 343 mm) 1- 1-1 "(25 mm) I 1 "( 25 mm)--1 I WM- 4 = 01- 1-2 M NorthGate: Figure 13-5. Use six na& and four spots of asphalt roofing cement On steep slopes. STEEP 12" 14-3/4" 12' SLOPE I---(305 mm)-— (375 mm)--- r--(305 NAILING Nailingg mils AA { y 1'(25 mm) between Fvietr 1"(25 mm)- nal ( fines. r rNailing areas for steep slopes (greater than 21:12) and " Storm -Nailing" Nail between lower 2 nail lines as shown above. 6. 8.1 Hip & Ridge for Landmark". Landmark" IR, Landmark•" Pro, Landmark'" Premium, Landmark'" TL, Landmark'" Solaris, Landmark`" Solaris IR, NorthGate: 6. 8.1.1 Option 1: Shadow Ridge— or NothGate Accessory 12' I 97/ 8' 305mm) ( 250mm) 415/ 16' 415/16 6- 6- 150mm) ( i5Ommj I (125mm) ( 125mm) Notch for Notch for Centering Centering 1Y 131/4' 7 305mm) Notches for Alignment to {337I Notches for Alignmerd to 5 the Top Edge of the Previous (180Tmm) the TopEdge o1 the Previous (196m8m) Cap for 5'(125mm)Exposure I Capfor5 f8'( 141mm)Exposure J — J- English Dimension Metric Dimension Shadow Ridge" Shadow Ridge'" Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate ofAuthoriration # 9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 8 of 12 13 1/4' 337 mm) I- 927137 250 mm} 4 I S/16' (125 mm) Centei' i Notch Align these / notches to top edge of previous wwse NorthGate Ridge QOTRINITYIERD 13 1 mm)— 1 0_(333 6 5/8'-I-6 5/B'- 168 mm) 168 mm 1 I Centering 7 518. Notch ' / 194 ) ( 337 mm) Align these I 1 notches to to 7 5/8' p (194 mm) edge of I previous course. NorthGate Accessory 305mn') Laying Notch 5'(iOwrn) i Figure 13.20.• Use laying notches to center sbingles on bips and ridges, and to locate the correct axposam 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NPl1" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-11113 Certificate of Authorization n9503 6"' EDITION (2017) FBC NON-HVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 9 of 12 QOTRINI-ry ERD tKyrriM •`+>t?YNa..r.(• ..,, ...y,.+•TM.: r,40.k+bt.r,. ,. 1. ...,. av ,pr0' :.,kF`.::::`ar 6.9 NI4RESIDENTIALf$HAKErgq PRE wIDENT,IAIi$HAKE-,•;}I R;•PRESIDaENTIAL+$HAKE T,LT"',}P SIDE N AGSOLARIS'"" `" I - LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five nails for each hill Presidential For steep slopes, use nine nails for each full Presidential shingle and shingle as shown below. apply I' diameter spots of asphalt roofing cement under each shingle lab. After applying 5 nails In between the nailing guide lines, apply 4 nails I' Nailing 40" above lab cutouts making certain tabs of overlying shingle cover nails. Guide tines (1016 MITI) 5 1/4' 133 mm) 141/4" I1/2' 38mm) (362mm) NOTE: Apply nails on painted guideline.. Figure 16-6. Fastening PresidenUal and Pretsidentud TL Sbake sbingles on tow and standard slopcts. 1 T 1' diameter asphalt looting cement t Figure 16-7.• Fastening Presidential and Pmskkmtial T/L Sbake sbinglcs on steep scopes. 6.9.1 Hip & Ridge for Presidential Shake'", Presidential Shaker" IR, Presidential Shake TL'", Presidential Solaris": 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' into the deck or completely through the deck. Presidential accessory comes in two Merenl sizes: Accessory produced in Birmingham, AL is 12' x 12'; Portland, OR produces 97/8' x 1 j 1/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolasticm NP1'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. 6.10 LOW, STANDARD AND STEEP SLOPE: MM) _71(230 mm) I (230 mm) I I" I" c:(25 mm) L 240• mm) Fignm 15-Y 1 irrtenine Hatteras Sbirgles on 1.oa• and Smndard Mopes For low and slandard slopes, use five nails for etch full Ilaucrts shingle it, shown above. 1" 1" C(25 mm) 25 mm)_—I chum 15.1: rasiruhg 1laaemr.0hVer our Vrep.slopa For seep slopes, use fire nails and eight spots of asphalt roofing cement for each full Hatteras shingle as shown abose. Apply I' 25mm) di:uncter spras of roofing cement (AJTM D 45861j1)e 11 suggested) under each tab corner. Press shingle into place, do not espose cement. GUf1os: Too much roofing cement can cause shingles to Mier. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate oJAuthoriration #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 10 of 12 QOTRINITYIERD 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras Figure 15-14. 18 three piece units separate to make 54 Hatteras Acxessory shingles. 6.10.1.2 Option 2: Cut Hatteras Shingles 9„— 230 mm) I I I I I mm) r Fas h18" {460 go a 1---I--- 18" (203mm) 460mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle `93 ml\ 12A0 Figure 15-20. Cut Hatteras sbingles to make cotw cap. Figure 15-21: Installation of caps along hips and ridges. 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NPl'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 tHIGHIAND'$LTE'" HIGHLAND SLA i:tlnt p;r •r;-. , b rr ' ro +art4c+.n :R fr<i.i.. R',.-+ Grin: ;t • t`: - ', w ',:-.. ,,.. > . #'. . LOW AND STANDARD SLOPE: STEEP SLOPE: Use FIVF. nails and EIGHT spots of asphalt roofing cement' for each r a M woi nwmt wo full Hiel+Lwd Slate shingle. For DUaml-Dade, SIX nails are required Apply I' diameter spots of asphalt roofing cement under each tab x+ x+ ,, L corner. Asphalt roofing cement meeting ASTDI D4586 ape II Is suggested. avrofr.rq MwnDotlr rrquras SiX rims(Sw rub +•(iS mmt rndJ4d orrr cute! —.y r— WOW /r L'~), hWmiDrcr rsqurss SIX fm]s(tn Mh rt¢telrtl orrr rotor! clot n O.Mn Figure 11.3: Use FIVE naM jor etxry Nigbland slate sbingta Figure 11.3A- Use FM nails and ergbi spots of aspball roofiriq cement under eaeb tab comer CAUTION: Excesslve use of roofing cement can cause shingles to blister. 6.11.1 Hip & Ridge for Highland Slate'"', Highland Slate`" IR: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate otAuthoriration #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/OS/2017 Page 21 of 12 QOTRINITYIERD 6.12I?ATRI T "' ` :I!'nf',..• e!tr a3c,:' q( h2ilr4}r" o 7 hid. i: •,t ;qs:i' .i:'}" ;%'";«? iii3fb i;":`it «' r,4`''.- A '•r `f l l y•uC LOW AND STANDARD SLOPE STEEP SLOPE Use FOUR nails for c'cn' full sllinglc lucaled as shown belu t I'w FOU? nails and four spots of asphalt n"Ifing cement for every full shingle as shown r ding cenx•nl meeaing Agl'J1 IA596 Type II is suggo;tcd. Apply 1'(25 nun) s)x)Lti of asphalt roofing Sealant ccmcnl :u shown. CAlT10\: liscessict use of nrofing ccmcnl can curse shingles io hlislcr. 156 mm) j Imo- u%1B• --)-- 333 cr.) (333-) 1333 ffN 1156cm1 I • T` Roallnp Cement I_M-4 .It PM-4 _I_ W-) '1 6.12.1 Hip & Ridge for PatriotTM: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR, Shadow Ridge TO NorthGate or Shangle RidgeT" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 12 of 12 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear. aRodd' Al Product Approval j USER: Public User Product Aooroval Menu > Product or Application Search > Application List > Application Detail D C-7,i.5_= %-[z FL # FL12328-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden@tamko.com Kern Eden kerri_eden@tamko.com Kerri Eden PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext2305 kerri_eden@tamko.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12328 R8 COI TBP34001.4 2017 FBC Eval Reoort TAMKO Undedaymen 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:ltwww.floridabuilding.org/pr/pr app_dti.aspx?param--wGEVXQwtDgtF2Aezuadg0lAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 1/3 1 /2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/05/2017 10/19/2017 10/20/2017 12/12/2017 FL # Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.ndf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odf Created by Independent Third Party: Yes 12328.2 ASTM Tile Underiayment Coated organic underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odf Verified By: Zachary R. Priest 74021 Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odf Created by Independent Third Party: Yes 12328.4 Moisture Guard A self -adhering modified bitumen underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odf Verified By: Zachary R. Priest 74021 Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdf v 12328.5 No. 15 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL12328 RB II TBP14001.4 2017 FBC Eva[ Report TAMKO Underlayments final.pdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdf Created by Independent Third Party: Yes' 12328.E No. 15 UL Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments flnal.pdf Created by Independent Third Party: Yes https://www.floridabuiIding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtF2Aezuarjg0[Aram DGm5ebt5wRW28J8d8c61CFKFGNQ%3d%3d 2/3 CREEK Certificate of Authorization bur 29824 17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6T}1 EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 http:/Avww.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO® ASTM Slate Surfaced Roll Roofing TAMKOO ASTM Tile Underlayment TAMKOV Master Smooth TAMKO® Moisture Guard® TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKOO No. 15 UL Asphalt Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated with asphalt and coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO®TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKOO TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKOO TW Metal and Tile Underlayment and TAMKOO TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOO Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of 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: TAMKOO TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underiayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverinqs: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKOO ASTM Slate Surfaced Roll Roofing Y' N N N N Y TAMKOO ASTM Tile Underlayment N N N N N Y TAMKOO Master Smooth Y' N N N N N TAMKOO Moisture GuardO Y N N N N N TAMKOO No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKOO No. 15 UL Asphalt Y Y Y Y2 Y NSaturatedOrganicFelt TAMKOO No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOO No. 30 UL Asphalt Saturated Organic Felt Y Y Y N Y N TAMKOO TW Metal and Tile Underlayment Y Y N N N Y TAMKOO TW Underlayment Y Y N N N N TAMKOO TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CAl2269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6`h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. FN •` G P, P.••,G•E•NSF No 74021 0- 33 ' STATE OF ' 1JJ IFS • O R N A CERTIFICATION OF INDEPENDENCE 2017.10.19 4--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 Certificate of Authorization bur 29824 17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6T" EDITION (2017) Manufacturer: Quality Assurance: SCOPE TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 http:/twww.tamko.com UL LLC (QUA9625) Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO® ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM Tile ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. TAMKOO Master ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. TAMKO® Moisture Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard® with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. TAMKO® No. 15 ASTM ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® No. 15 UL ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® No. 30 ASTM ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® No. 30 UL ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt 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. 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 TAMKOS 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 Coverinos: 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 Surfaced Roll Roofing Y' N N N N Y TAMKO® ASTM Tile Underlayment N N N N N Y TAMKO® Master Smooth Y' N N N N N TAMKOO Moisture Guard® Y N N N N N TAMKO(& No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKO® No. 15 UL Asphalt Y Y Y YZ Y NSaturatedOrganicFelt TAMKOO No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOG No. 30 UL Asphalt Saturated Organic Felt Y Y Y N Y N TAMKOO TW Metal and Tile Y Y N N N YUnderlayment TAMKO® TW Underlayment Y Y N N N N TAMKO® TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 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-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 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, 6`h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. GAP Rid ,, No 74021 STATE OF •: CERTIFICATION OF INDEPENDENCE 2017.10.19 4-12:15:58 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 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. Florida Building Code Online FLMCA $'A M o Business 8t Professional Regulation BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Sear b a d , r rM11 product Approval USER: Public User A r.ta Product Approval 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 0 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 AJ 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 O Yes O No O N/A Product Approval Method Method 1 Option A Date Submitted 11/08/2017 https://floridabuilding.org/pr/pr_app_dtl.aspx?param-wGEVXQwtDgsFgPhXouzz9PGbeVjdikEkuTrIzAU6DFsUcmbpCG3RoA%3d%3d 1/3 1 /2/2018 Florida Building Code Online Date Validated 11/08/2017 Date Pending FBC Approval Date Approved 11/12/2017 summary of Products FL # Model, Number or Name Description 3792.1 135 Roof Louver 1Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be Limits of.Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for require ventilation. 2. Lomanco's Model 730,750,770 Roof Louv comply with applicable building code. 3. Lomanco's Mod 730,750,770 Roof Louvers shall not be installed on roof heiohts areater than 33 feet. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.4 1770 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable buiding code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.5 1770D Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL3792 R10 C CAC Lomanco 135-2000 - NOA 16051025.odf Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions FL3792 R10 II Lomanco 135-2000 - NOA 16051025.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports rtification Agency Certificate 2uality Assurance Contract Expiration Date; 08/16/2021 nstallation Instructions Verified By: Miami -Dade BCCO - CER) Created by Independent Third Party, valuation Reportsj Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.pol Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.pdf Created by Independent Third Party: Yes Aluminum Roof Louver i Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.odj Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.pd Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC NOA 15-0709.09.odf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 R10 II NOA 15-0709.09.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE NOA 15-0709.09.pdf Created by Independent Third Party: Yes B`k I N -t I I The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param--vGEVXQwtDgsFgPhXouzz9PGbeVdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 2/3 MIAMb 4DE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NO Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Aeency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS IOO(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-00 1 -02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1'/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. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 M" M sm M amra- Mw 700 SERIES LOUVERED ROOF VENT M" M sm M amra- Mw 700 SERIES LOUVERED ROOF VENT i DETAIL B 1 1,00 -d 1 &GIO - 750 SERIES LOUVERED ROOF VENT 71 NOA No.: 16-0510.28 MIAMMADECOUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-S SERIES LOUVERED ROOF VENT 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D L3.` C] 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE is NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAM4DIADE 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.Qov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages I through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. 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-00 1 -02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1'/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/t6/21 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 y -.- ME F.-M ON wm m ME 700 SERIES LOUVERED ROOF VENT y -.- ME F.-M ON wm m ME 700 SERIES LOUVERED ROOF VENT DETAIL B 11,010 16'.00 I 750 SERIES LOUVERED ROOF VENT 1 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-S SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE W2 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMIhQ+4DE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. 4-.jA- 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 l00(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Ap-ency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/l6/95 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 MiAMi•DADE COUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with l %4" aluminum annular ring shank nails. With the first nail 1'/." 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 MiarttioanecouNTY Expiration Date: 08/t6/21 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 MIAMI•DADECOUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 OVA MM mim = 700 SERIES LOUVERED ROOF VENT OVA MM mim = 700 SERIES LOUVERED ROOF VENT 20,311 5.33 DETAIL B 11.00- -1 16.00 i 750 SERIES LOUVERED ROOF VENT 91 4_9 1 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 1 i .rjo 16 _ 750-S SERIES LOWERED ROOF VENT 31 4,a I ;--- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE u NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 f. ..:. . rvL! f-f'w 2 %(.' " 1Yi+P n _ -,Y C •G•% = j„^ti. T .:.J 4' Gi I ,' "-y y5` -, ._. '.:'s, i:5. .,r/ii .'5+.'.-:"_.%. ,."l=r. e`G,S'" -+'+-'L) '"ysY 4y'•x-'' - • I``• -- i":v_'>:-u_ ___ = ',%*;,_, ; •E-- _,: - `•.,; ..oAmi:x _ _ eoiiroota' oap>roi aiora3". ` >octoaa BcIS Home Log In User Registration Hot Topics ubnnit Surcharge Stat. & Facts Publications FBC Stff 13CIS Sl'te Map Unks Search r a USER: Public User21ProductApproval Product Approval Menu > n•, Lis > Application Detail FL FL158-RIO Application Type Revision Code Version1 Application Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category. Subcategory Compliance Method Certlflcation Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By CAST-CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext 128 cparrino@castcrete.com Craig Parrino cparilno@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrfno@castcrete.com Structural Components Products Introduced as a Result of New Technology Certiflcatlon Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard ACI 318 TMS 402 Product Approval Method Method 1 Option A Date Submitted 10/18/2017 Year 2014 2016 E Date Valldated 11/14/2017 Date Pending FBC Approval Date Approved 11/21/2017 Summary of Products FL # Model, Number or Name Description 158.1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL158 R10 C CAC NOA 17-0821.18.odf Approved for use outside HVHZ: Yes FL158 R10 C CAC NOA 17-0821.19.0 Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load FL158 R10 II NOA 17-0821.18.pdf FL158 R10 II NOA 17-0821.19.pdf VeriFled By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Eack rlaxt Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts:, Credit Card Safe MIAM I -DARE MIAMI-DADS COUNTY o PROAUCT CONTROL SECTION DEPARTNIENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADKINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) tinyyV.miamidaae.uov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AFU (in areas other than Miami Dade County) reserve the might 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 sates, 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 MIAMI4)ADECoi1NTY Expiration Date: 09lI1/2018 Approval Date: 09/28/2017 0q / Z 8/7o1,7 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 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 91 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on 4", 6" & 12"Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTA11 E-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140pages, prepared by Craig Pm-rino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed .Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, filled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated 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, Y.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD461Z titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4"1 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatorydffairs. E. MATERIAI. CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certng compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resow-ces (REP). E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014 pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Depw tment of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 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 AZT^16%® NIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPE 's' TYPE 'A' ST)jU l " ' I.S TYFrc;i 1 i/L1T)fJiff4 Win• on srra<rn coon mTu. 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Pr l m* cGan for prods 40 aw a. rtlr. v/ 14% m4clian + mt, 41 2 23 142atw 5) At BAob mW d aued 40 ddletibn i 2 Udei 4W E t 12FB 1 -4' O bola mob ar aoesd LIED •dkdb4 Us. b Wd to owerve marrq 4 florl" •09M Cods ScSn IGD4d.1 s • 0) swr. M" DabM a m*&.& 7) 4' .old blob to to belled ./ 4 A-v:6 . hwb.dd .n4 6' Gm cdon crYrd l) J.TA WmTW mml =* will, u. -dbchrM cnd S) Tlc 4.*d .M acW* era&*4mi bnds Yam Cm sat. bad WIN by rd.blimq rLmmdmvm1311Aro1and 'Ma d 4-mra7 from W I?) icomwid. reOcal calnHad9 arW u iU'tp • af n d 00 aka b 13) Il..,MW a fpw ai idds idr dadb .derwn t. romanly wcb rhd hr.a a tuolill d e.. a4vbd b asmd_ YOU AAmuc-ma Q a%w F Qwd r., If) b b e.W a ISM wn66ud Mc3gadU1 1Fu kb2L19 onno"v 40W v" a"I Mad + Appl d h.N." tad S IL Sao ." bad Srf• binnodd Mad I* Far = pouts rdW helphb nA alma uss W. lad Wm ad b•ar iolSM 4m. 16) Fr MW *41. ncL Am— onk bxd Ioom Ud Irgal hnr0 thus% 11) Sda bads mo auparhrpmsd alorsbd. Mach 16) S. F. bads brad an mhod &ip .nolols par AM 530 and AD 31L ID) nA Ord N un7. (ROM nbcos Ihp10A Sa aileb bbY drr r' d F' m-15000 SEE SAFE tATEW LOAD TABLES FOR LOAD 119M FADOMPA RE•81FO RCFD CUU 1CS:S 7y FULLCOURSEi1 5 REBAR FOR E' UNLELS 1/0CLR TYP 3;:; T 23 S REM FOR 12' UNW GR40 or GR60 SAFE LOADS FOR 4" SOLID LINTELS CRsr Rrn VITY TYPE LENGTH r4SB Y- 6' ( 42') PRECAST804'--0' (481 PRECAST 59 4'-6- (541 PRECAST 789 5'-10'(70' PRECAST 460 6'--C (780 PRECAST 360 7'-6' (900 PRECAST 260 9'-4' (11n PRECAST 156 PRECAST 116 12U8 CarnCam UPLIFT LATERAL TYPE LENGTH 4S8 4S8 S- 6' (421 PRECAST 687 371 4'-0' (481 PRECAST 597 320 4'-6- (541 PRECAST 529 258 5'-10'(70' PRECAST 407 148 6'-6' (7n PRECAST 366 118 7'-e (901 PRECAST 280 87 9'-4- (11:n PRECAST 187 55 10'-6'(1261 PRECAST 152 43 12FB 121"12 121" 16 10) RA. - HA Ruled - _ • ;•. ' r - ' .. It) lA1rm r.W . dd.l rNar in b. baled at 1ba tnllan .l U Utd C.*. • , :, .,r ,,1,•,..f, f% y ? rRODucT 11Dvls6D w mmlplyi 0 with thr Fl rldrWl& SUB 6FB 6F12 6F16 L . In s ng CAcocpab TYPE O61CNA1TON .. '"' r. nW st7il tau/ Aas-aa.lID BY p d 1 1 . _ ,,r ice•• ,FAA•. .'t •.: pootW 4 !Ga ebar t7 r 12F16-24/2T :.i,,' s•i' ;,.::% iL. r• .. ,•', t j. . it y, 10pp KQa rat trUmT '`I'}-rr. {:'. :.:` "! C••:,tit. •r} - ,. 0)amamrmmd :7 ..'SSi r- 3>•}lM -Y :.).i. is N)i•v .`'; 1 • '1 .. 1•I/ r anal • ... ' Z: .F • l!l.Ckr u - y. ''::: r•'l,'• r. um. 4S8 •':': S"^ s` SS '! G . r ri •-• • ;. • • i Its • 12F28 12F24 12F20 o 'f 4 _, , amr ^ •` f' ''• " t , ,. PRODUCrrtlNiSl' a) mmm rpurta ' 1 . r S, L:' - *• :' drC tOMat O 0)ioywim(hnRfoNdy 1QMWW • sr d•. S7 T F DWidintlllda 1 s "p t' weaal •',,• • • • • • • L (•' ,p %% ,,[A CRAIGPARRINOgmltyy p„ja a -O 0 aj 47 12 .r'$.s , (O R ' p P'.`'<i-+' 6324 CA 579 78 6F32 6F28 6F24 6F20 .,S, ON G.• RSEFRIER L USM tv , ; tm L tv• arm tar —CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES D /LLL wmw \h .REM,; ru mim emm-14 17_ iw_H m mm Awn SCAIE• MM DAM 3 4 CRICKED m MAX PA>M F.6 - tEr. W 44751 NFLGOl110. W612 SNLIf I OF 3 SAFE GRAVITY LOADS FOR 6" PRECAST U•LINTELS 4~4-m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH WS 6F5-IB6F12-IB6F15-IB6T2D-186F24-186F-166F32-IB 3'-6' (421 PRECAST 2332 2576 3892 5050 6148 7227 8297 9357 4'-0' (481 PRECAST 2025 2313 U92 5050 6148 7227 B297• 997 4'-6' (641 PRECAST 1654 1887 3633 5050 6148 7227 B297 9357 5'-1If(701 PRECAST 1067 1260 2198 3557 5734 7227 j 8297 8225 6'-T (787 PRECAST 949 1078 1831 2850 4328 6737 8297 9357 7'-8' (901 PRECAST 779 883 1459 2188 1 3151 4524 6854 9357 T-4- (1121 PRECAST 584 660 1055 1523 2084 2795 3731 5017 10'-6-(126' PRECAST 503 568 895 1270 1706 2236 2898 3747 II'-4'(1387 PRECAST 457 513 805 1133 1507 1952 2492 3183 12'-0"(1441 PRECAST 425 477 744 1042 1377 1769 2238 28M 13'-4'(1607 PRECAST 373 417 646 895 1170 1485 1852 2285 14'-V(101 PRECAST 351 392 605 835 1OB7 1373 1703 2087 17'-4'(2(W PRECAST N.R. 299 455 620 794 285 1198 1437 U) THE NUWBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATERAL LOADS Ff1R R^ p;)I:r RT 11.1 INTF14 4MIT-4, SAFE LOAD PLF TYPE LENGTH 6U8 6F8 RCMU 3'-8' (421 PRECAST 587 1055 596 4'-0' (481 PRECAST 467 787 445 4'4- (541 PRECAST 416 609 344 5'-10'(707 PRECAST 300 350 198 6'-6- (787 PRECAST 263 496 157 7'-6' (901 PRECAST 222 367 116 9'-4- (1127 PRECAST 173 352 74 10'-6'(1257 PRECAST 151 276 58 11'-4-(138) PRECAST 139 311 49 12'-O'(1441 PRECAST 131 277 44 3'-4-(160`) PRECAST 117 223 35 14'-0'(1681 PRECAST 111 202 32 17'-4'(2087 PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS Cftff_ e n SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE fiFB-lT 6F12-IT 6Ft6-17 6F20-IT 6F24-IT 6T28-IT 6F32-IT Y-6' (420 PRECAST 1412 2074 2715 3355 3997 4638 5279 4'--0' (451 PRECAST 1225 iB00 2357 2913 3470 4027 4583 4'-6- (541 PRECAST 1083 1592 2084 2577 30W 3562 4055 5'-10-(707 PRECAST 831 1222 16DO 1979 239 2736 3114 6'-6' (787 PRECAST 723 1097 1437 Ill 1777 2117 2457 2797 7'-8' (901 PRECAST 648 86300 12490 1544 01 1840 01 2135 0 2431 9'-4- (1121 PRECAST 575 571 980 1252 1492 1732 1972 10'-6-(126-) PRECAST 514 462 787 1121J 133 1551 1766 I V-4-(1361 PRECAST 474 404 Do 655 985 1213 1442 1645 IY-0'(1441 PRECAST 454 R 35700 619 88B 1093 1299 1505 13'-4-(1607 PRECAST 402 308 518 736 906 to 1075 1247 14'-0'(1681 PRECAST 358 28500 475 677 832 989 1145 17'-4'(2081 PRECAST 253 208 j 338 j 475 585 W3 803 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR SEE CENIERAI. NOTE NO. 4 PROW CF REVIISM m C mWyicg wish @e Ptu,(da Bulling Cade A[c.yw:ca No O Z ( 18 f i a Thta 1„1pl,,, `., PA fly ,l//J L//' 8 hlionl aduU cowul G • ENS ,O b 44 d onucrRRvlS,, B dtna Q U ILo Ilor'd, T F O• %QO , CRAIG PARRINO4 Af0`PtarceNo cL'V4uloo ttua - o S. o T S' • .. R 1 8324 CR 579ron- Gio,,S1ONAi.4. SEFFNERFA33564 Fq 14ui4 FL. P.E.or- mn aam Ry 3 1 E 510N °' ER OF -CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES p ev " zw FtIC Kim. ano-14 CAATN m k1W1 AIAIUD 5cTm Ris. R DJSFi stuff aacAsn m: wl0 rumo, r.t -ACC. Iq, Ipst gLCYdlI NO. LT4511 MET I OF s 8 SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS 0_T_4we" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TMPE 12UB 12f0-29 IV12-20 t2Ft6 12(20-28 12R11-28 12f28-2B I7F52-M S-6' (42' PRECAST 3428 5000 5838 7619 9352 11060 112755 114438 4'-O' (481 PRECAST 2923 4232 5838 7819 9352 11060 12755 1443E 4'-8' (54' PRECAST 2396 3464 5304 7619 9352 11060 IZ755 14438 5'-10-(701 PRECAST 1611 2320 3218 5234 8487 11060 12755 144-1k V-6' (781 PRECAST 1383 1986 2879 4196 6421 10032 12755 144 7'-6' (901 PRECAST 1138 1628 2131 3218 4676 6756 9763 135 9'-4' (1121 PRECAST 795 1216 1535 2230 3083 4167 5593 7552 10'-6'(126') PRECAST 614 1043 1295 1853 2515 3323 4334 5632 C. I1'-4-(1361 PRECAST 518 945 1162 1649 2216 2893 3719 4746 12'-0'(144' PRECAST 458 B78 1073 1513 2020 2617 3333 4206 13'-4-(1601 PRECAST 359 767 v 926 1294 1709 2188 2743 34091 14'-0-(168') PRECAST 321 720 p 855 1204 15B4 2017 2451 M0643 tY-4'(2081 PRECAST N.R. 451E 631 531 1141(w 1428E 1750 2102 19',4'(2321 PRECAST H.R. 343 477 700 925 1152 1380 1609 SAFELATERALLOADS FOR 12' PRFCCST U.LINTELR 4_" MM m SAFE LOAD PLF LENGTH TYPE 12U8 I 12FB RCMU 3'-6' (42' PRECAST 1295 4841 393 4'-0' (481 PRECAST 1295 4841 299 4'-6' (541 PRECAST 1049 3922 2417 5'-10'(70' PRECAST 681 2547 155 6'-6' (7n PRECAST 579 2167 1234, 7'-6' (9n PRECAST 474 1771 914 9'-4- (1121 PRECAST 355 1326 58 10'-6-(1261 PRECAST 306 1143 454% 11'-4-(1W-) PRECAST 278 1041 38 12'-O'(1441 PRECAST 280 971 345pn 13'-4-(1601 PRECAST 229 857 278 14'-O'(I6n PRECAST 216 809 251 17'-4'(206") PRESTRESSED N.R. 633 16 19'-4'(23n PRESTRESSED N.R. 534 130 1) THE NU.l M IN FAMMSIS AM PIDOLHI REOlR MZS FOR - acc 1.111"uw. nuic to ORADE 40 FIELD AM FOIA SEE GMK IW2 ND. 4 SAF2 LATERAL. LOADS FOR SAFE GRAVITY LOADS FOR 12" PRECAST w7 2" RECESS DOOR U•LINTELS 12• PRECAST M2^ RECESS DOOR U.LINTELS 4wsr•4441Ra SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE is% 12138-28128F10 IN14- 12RFI8- M-A IM26 12RF50 2 4'-4' (52' PRECAST 25M 2942 5468 7584 9640 11669 13679 15679 4'-8' (54') PRECAST 2319 2740 5468 7584 9640 11669 13879 15679 5'-8" (6n PRECAST 1347 1841 3555 8395 9640 11669 IU79 156711 5'-10'(701 PRECAST 1259 1758 3361 5954 9358 11669 13679 1567 6'-8' (80') PRECAST 924 1430 2633 4415 6834 10 1257 1480Q 7'-8' (901 PRECAST 703 1203 2157 3494 5259 7922 9823 1132R 9'-8- (1161 PRECAST 389 43 1451 2157 3203 4427,jj 5417 8380 4 40M SAFE LOAD PLF LENGTH TMPE 12RU 12RF6 RCMU. 4'-4' (52' PRECAST 1295 3692 25Eqm 4'-B-. (54' PRECAST 1213 3458 2417 5'-8' (681 PRECAST 784 2236 165 5'-10'(701 PRECAST 747 2129 155 6'-8" (801 PRECAST 602 1716 117 7'-r (90' PRECAST 504 1438 914P4 9'-8" (1161 PRECAST 355 1011 15 '+ SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS ic—T-401 " SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TMPE IM-21 12F12-21 MIMI 12F20-0 12T44-IT 12F28-V 12F32-2T Y-6' (421 PRECAST 2752 4287 5613 6938 8264 95M 10915 4'-0" (4(') PRECAST 23M 3721 4872 6023 7174 8325 9477 4'-6' (541 PRECAST 2113 3291 4310 5328 5347 7355 83B4 T-10'(70' PRECAST 1823 2327 M 3310 4092 4875 5656 6441 6'-6' (78) PRECAST 1444 2269 2972 3675 4378 5D81 5784 7'-6' (90') PRECAST 1267E 1767 3194 3808 4417 5028 9'-4- (112-) PRECAST 1028 M 1171 20D6 2590 3087 3583 4079 10'-8'(126' PRECAST 9204 2281 2764 3209 3853 11'-4-(136) PRECAST 858 pq 1982 2441 III 29D 3354 12'-0"(144' PRECAST 814 p1788 2201 2611W.3032 13'-4-(160') PRECAST 678 f1269, 1485 1826 2164 251314'-0-(168") PRECAST 622 11 1365 1679 1993 2309tY-4-(2081 PRECAST 434 964 1182 140 162319'-4'(2321 PRECAST 366 817 1002 1187 1372 n THE TARJ M IN PA DMS6 ARE PEFM(T REDUCTIONS FOR Q X 40 MD ADDED FUM SEE OEIm miE NR 4 SAFE UPLIFT LOADS FOR 12" PRECAST w12" RECESS DOOR U-LINTELS 4irs,r 4m= SAFE LOAD • POUNDS PER LINEAR FOOT LENL9TH TMPE 1296-2T 12AF10-2 12WI4-2 W18-2 12AF22- raF25-21 I2RFl0- 4'-4- (5n PRECAST 1626 2685 3746 4806 5867 6928 7989 4'-e (54' PRECAST 1558 2582 3602 4623 5643 6884 7684 5'-B' (58') PRECAST 1210 2042 2850 3658 4466 5273 60B1 5'-10'(70' PRECAST 1173 1984 2769 3553 4338 5123 5908 6'-8- (801 PRECAST 10201 153E 2426 3114 3802 4489 5177 7'-6' (90' PRECAST 904 1226 2183 2776J 3390 j 4003 4617 9 g (I16' PRECAST 703 p 771 j 1472 21814 26634 3145 3828 SU GENERAL NOTL 18 ' UI 71+E MDBE]ES W PART1DfR515 ARE PEACE11f (DDlIC1106 F07I ' • •. lED3 FIE IN D EENM66 ARE r UOIA fNNE ? 016 FORMADE43FIELDAOOEDTEB4ILSE[ GDOX NOTE NO. 4 PROIWCT :'. V ' • • • •ENS ' /0 FIELD ROPED fS9AR SE[ OF1OrAl AmIC H4 4 e.0°c tw;a, .447 MoDuCT REV1sP.D 1 o Cade n O=Plyfbs "ilh Om P1vAde n ro g T E F Li El: A°wpts m 110 By'`/78 ,n • f •\lEl/ 6324 nvn.g a sA8 IMf 1 ••'• pyCR679 SEE GENERAL NOTES - SHEET 1 DF 3 r•,<!s; NAtE;.,. L ER,-R83504 ills mwCAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES DI[ me 04ARF-14 OWN m Amm MAW =L• N.T.S. um S 1R/0S =W m tiO10 Fu15O, r.[. - REa HO. 4:i5i wMalam Wrn 1s¢ct S OF S MIAMI•DADE MIAMI-DADS COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dada County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No.1+D8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Panino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. NISSII.E 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. NOA No. 17-0821.19 MIAMtDADE COUNTY / Expiration Date: 05/21/2022 1 bq Zg 2o / 7 Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision #1 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 94 dated 04128198, sheet I 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 ASTMS-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, 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 020-8275 dated 06120195 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 92111-078240 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 01128/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M19805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report 984-M21208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-11II20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. 17 my A. Malcar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date; 05/71/2022 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 ltilanual 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 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 45 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2,336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P. E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. e Xelmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21n022 Approval Date: 09/282017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 406-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMI'i'TED UNDER PREVIOUS APPROVAL, # I1.-01.21..04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. e elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 G-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #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 Nflami-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 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 June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. A"/, d 6 11elrny A. Maitar, P.E., M.S. Product Control Section Supervisor NOA No, 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E- 4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTME-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 A Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. I L .f Cffeimy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTHER I. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. W, I lmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. I7-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E - 6 S'L.,r [ s =y y`r yY1. .xi.,'.<:. §'Y Yr" i 3 •"_','-(..r r$a oil I CI, L AYSTIRRUP 1SAJR U- TIRRSTIR= ., U P,MAM PRESTRESSED 7/ 32 RR"d UPS6AHSRNm LlTYPE ' B" STIRRUPS `•t M gY LI STIRRUP & TAILs yJfi1l5i9C1 IL:V:Pii:IffCT.L"!" ir7IF: 1r MOVE v u r i v ff3C11[ E IODc S OG mMLlL ma u aif Ufa' rrGi 3tZl r7l7 Du3'l :f 11 1f>1 DEII`7 L6:! C I6.li O ri5ti EII1®m iiYYY® rirD a 9 m A, PRFCAST W/ 2" RECESS DOOR U-LINTEL- DATA TABLE OL:• r i Ili.lf[til flS.ii'S J'LL71:1 Af' Ii I a"FYa I, fY.] I iif]C'J[SF I iL'[tL.J'!''F lt/E7' I WL\fLfl, Ic f3clr+[_:•s fuarra:s a.?:.•De f..,rt mafr f3m/ F Jif]Qil t.ara:s:rt l slr"vrxLs+©af fiC'>• L>•[iGY tl MIMIL1L'L:[RAPL^tr1,+•t'GC'r'JL\fi! pCJiiC C Ji f 3MI, Tlm"StL' rylri 1mCii[9Afs dt* Ti4]i[7CYQFLIIIisr.fTT w!'[ l3' efiO 7., 5 sl_ Ift •.• m m[ • I• m-w 4L Iva T_ tD0> r ;r tOfifl R OACI110 GO¢ FA LGTIDN YDOrl . rc prlu a m . aws nri r uor ORP' r'.AST II-1INTFI DATA TAI l. liT7J@!.-om a/ 1r Tsrr3i l® fiT79E f1 tE f crfam cs r I c\f1u MillIf.= saf=f=rI all 17m.7UIL."I 7 1 f: Y(EYL'Cllf flYif Lf'ri.L'IF1CIVlif.11]Glfl fi27t7 II' ii I>!Ti1 fS dMLIFTI BEgnalluM r" Dora ngram rrd fSQS7masKa1Ilflirl r':mumrIC70F3Ci f[ aCl!II1f 17 TiT•fr fELSIfJm[Gaai3r1 f iSiCrrlR s ur ilt ar-:urmffi^AIFiioEf tIM armluSGlliry I'.1RILSiFIGlmm rrgrasafmrrrm+ rzstL[la a f[ iClif7fE f+:fri 7"'7i17611i erY 3QIC E C3if0 Tw rROrASrAR7 "'CWTmN a rtva® ON PRODIFI APP OYAL rr 13 FROM= tY Larrma LAq AND CA1.10r E6 XCPXM w OR tucEDN[ro MOM THS Pl TOrlrrl7l CIIHSCIR Or Wr-COMM %tS& R. 1, XA TAIL L AEPF 6Po'SSf0.t 7/32 to ASIY A31a1 04,1K . oDm TR TOTAL W a OF trmtW AW ! 3 RaLR OWL W A lll MIf,•7/I MII RwNlmo If COWED sw YD Mail C14H OLAUUM 17M LVII-MA CWH RE M=io m of mt ROI6a>tcElo U24 !ot cunc SVW AA A41L no, Of ZVO:w • 6 TAN mm TE oORgm US' K=XL M I N04VS L COX= q®nm f. • em Psi fax r FTLOI rAeN tm p1mcm Loncu; 1'. an PSI JUL ALL a z• room or roA7r pmm FwJs fG F=m lRrG7. atm or =X= M a =0 Of tml 3. o071Ai ftrirla! raReS 0.70 . rf. Or taaMID UlrM AmMKWN CADS L SI VPIIrD_Ifl{rj?Ir6 PASSrRand 70 tam Wmm AND RA mDw wms I4bw: - EN, p•• . , rvraovcro.vrsta y mcaap1 a44Nf Pad,. o o3,Oi OaI UII a T.elG EqO CFW(IPARRINO 6324CA5n I. dL'g ' RI C p SURER FL=04 ' f' aNA ;;;•' FL RE UC. N0.44T58 st CAST— CRETE Bit LINTEL FABRICATION DETAILS cw PJ1m r.r. - Rm ra Im3 I =="rm C aArr npaxnTv I OADR FOR 81' PRECAST & PREMFSSF-D U4JMTELS catllro' SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 t06 01 IFf 11 6FI2 01 aFI1-f0 aFl6-M Ina -To UZ43 OFW-u 6FM-M 6R4-19 PPLB-l U25-113 1W2-O6 af32 to 3'-8 (42q PRECAST1 7231 30a9 3713 5103 16W 8054 1502 10251 3o69 4aa 6113 7597 N74 f29 IIN9 4'-0' (48 PRECAST 1966 25SI 2331 Sao 4NO 2951 Tau B107 2693 4105 ETU 7547 6974 W314 IIW9 4'-6' (54 • PRECfIST 1599 lug 2110 2931 3753 45" 64M 0224 21D 4375 4113 7547 811n HORS I W1 64 PRECAST7 5217 1349 143a 1919 2510 31I3 3U5 424! IaO 3M 6365 7547 2 6737 10127pf 5-tD'(IO' PRECAST 1DQ2 1103 1173 1631 2090 2541 X0 3470 1451 1622 4360 63 7151 W21 6'-6' (781 PRECAST 908 1236 2177 3031 3707 43W 5091 12" 2177 3430 A51 11W 1 1W 7-6' (90') PRECAST 7 lot 1721 2132 RHOS 2151 3191 JIGS 1011 1 2b61 3l91 Gal Na 8472 9'-4' (112 PRECAST 554 la lIW tab 251f Nat 231E 3W2 162 1245 IM 2564 34BB fl 6310 10'-s' (1267 PRECAST 475 a1! 69a 1247 2093 2777 2163 253E 143 1052 IM3 2033 2711 4754 136 PRECAST7 362 sm f° t3W leis 2423 3117 40M 5a 45 IMS 1645 Ira 3127 40M 12-0' l44 PRECAST7 337 540 873 IIU 1684 2193 2a0! 3552 540 573 1234 1651 2193 2803 35m 13-4' 1 PRECAST 2a6 471 765 107a 142B I636 MIA um 471 75s 9m3 1425 IW6 2315 2D63 14'-0'(168 PRECAST g 424 M3 tam I= 1697 2127 2630 442 703 1002 139 IE97 2127 11W 14'-8' 17n PRESTRESSED N.R R1 tut R2 455 717W 1370 19a 24M4! 51lot15{7 711712 16'-{'(104I PRESRtESSED N.R. Ica Ila71 RE R3 x3 KI 4F2 710 I2a0 17J3 7056 272032 51Df3 17'-4' (2081 PRESTRESSED NA, Idt Rot RR Its tot 81 Jm 3!0 9W9 II& 20R7 19'-4' (23n PRESTRESSED N.R, RR MA RF 3DS 2D431 760a IlIS I71B 21'-4'(2%1 PRESTRESSED NR to Mt R6 t5t AtI. fl 113! 4IaD34079614 f4PRESIRESSEDNJL R6 R119R4. 120 1399 24'-0'(268") PRES'TRSSED U. k4 Tot NR I0t1292504S01109212e SAFE LATERAL LOADS FOR minnet!eRri 0oC1t7ACRAFn II.I7NTTlS . ol"" Ya• Y SAFE AD PLF TYPE LENGTH 81J8 8F8 R,MU 3'-6' (421' PRECAST 1025 1024 1598 4'-0' (4n PRECAST 785 763 1309 4'-6' •(541 PRECAST 592 591 1073 5'-4' (641 PRECAST 411 411 745 5'-10'(701 PRECAST 340 339 816 6'-8' (78') PRECAST 507 721 490 7-6' (90) PRECAST 424 534 30 9'-4- (1121 PRECAST 326 • 512 230 10'-C(128' PRECAST 2&4 401 180 11'4' (138' PRECAST 260 02 154 12'-0"(i44j PRECAST 244 402 137 13'-4' (1601 PRECAST 217 324 110 14'--0"(1681 PRECAST 205 293 100 14'-8'(1761PRESTRES'SED N.R. 284 91 15'-4'(184') PRESTRESSED N.R. 25s 83 17-4'(206') PEED N.R. 194 64 Iff-4'(232!) PRESTRESSED N.R 148 b2 21'-4'(2561 PRESTRESSED N.R. 125 42 22'-0'(264.1PRESTRESSED N.R. 116 40 24'-O'(25n PRESTRESSI3) N.R. 91 33 RAFF UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS ta4:Ia' SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH 6FD-IT 6F6-2r t7 2-17 arl2-27 1%i-1T aF11-21 6FtD-17 IF D-2T 6F24-It 8n4-2T 1112/-IT R211-21' 0;32-1T M-11' 3'-8' 42 PRECAST Eris 26i5 24 4394 5283 AM 7001 150 M 3524 431 5251 6132 7tD1 4'-0' (4B') PRECAST I= 3M 3615 5 6070 1393 23W 3M 3115 4570 SM GD72 4'-8' (54' PRECAST 17D7 2040 2707 3373 400 4711 5373 I207 2340 2M7 3375 4043 4711 6379 5-4' (64`% PRECAST Hots 17 2271 2W6 M99 3961 45N Iola 1715 YO1 I631 3391 1 31E7 4522 5'-1D•(1fI,) PRECAST sm 1557 2593 3101 3M41M 921 107 3 3107 1 3620 4f3T 6-E' (7b PRECAST 635 H4 1 2323 279 3251 3712 1JS 1407 166E Z329 2M I I 3712 7'-6' (BO' PRECAST TV 10 1a4 2025 2471 2di7 31MIs 717 1214 1624 2E 2627 MS 9'-4' (t12' PRECAST 511 708 1138 15 U57 2a00 511 6a2 1318 6! 2294 2312 to'-6'(1267 PRECAST MO a 15 461 1738 2011 639 WS IIW WN147 m7! 23/5 11'-4'(1367 PRECAST 474 604 600 74 15f3 1TA 491 607 101 3 It15 21a7 i2'-0'(144' PRECAST 470 45a 724 1 1366 ISWOroSaoS40WI61 2075134' 1 PRECAST67 43D 3W 6117 61 1143 1323 42a . 4'b 7aD 1150 4i1 la 1e67 14' -0' (168 PRECAST 354 mom 6W 724 Mg 1054 1220 aA 410 425 717 1093 135D I 1562 INN 14 8'(17s) PRESTRESSED 2.19 334 520 671 123 PSIS 1131 245 395 eW 9W I303 I5t0 1T34 DAI 15'-4'(184 PRESTRESSED rn 3» 426 Im 7W 911 ID54rd 230 JID a16 AD 124 1490 ICI rml 17'-4'(2081 PRESTRESSED 16/ 263 40! 1 RB 75t 192 306 Was740 it 1005rA Win 1473 10' i'(2J2 PRESTRESSED Is2 220 447 547 647 747 Iro 203 429 E3 Am 141PA I059 1217, 21'4 (256') PRESTRESSED 142 204 3070 323 460 6N 655 142 232 373 537 721 905 043 2'-D'(2647 PRESTRESSED 132 197 27! l79 462 545 WO 137 223 355 513 I38 a63 091 24'-V (288') PRESTRESSED 124 IMCA267 3 2 to 492 6E7 IN 202 319 455 90 57 676 n THE NIIHBERS IN PARENTHESIS ARE PERCENT REDACTIONS FOR GRADE 40 SEE GENERAL NOTE R0. 18 ON SHEET 3 OF 3. 0) T 1 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 ON SHEET 3 OF 3. W 1RDL3IJC! y yyy J ' PRODUCTRCVISCD aD mu„„ u C M4 ri lh-2tA x,, FlQori do I4a<e) 022i./5 t"aPumv ka p iy >19 1 a NERALNOTES - SHEET 3 OF 3 uCCtitarol i. n k% ti p IT[J-Miu AKL PCMQHt nuut.0UnIiW5 mm = 1v SE[Yn GENERAL HOTS NO. 4 ON SIff0 3 OF 3. GEN PR0DpUfcrRffmj3D m 72 Cbb Oio PbNda 7E CRAIGPWINO IL R 044 58 a CAST—CRETE 8° LINTEL FABRICATION DETAILS mm-14 am in mmrAtKr.L-wLm4vuI =0 = to SL03 UIV I1 czw 0n taao PmaTO. IL - 12a AA 4T7siI 07Jm la. IA =01 2 OI 3 SAFE GRAVITY LOADS FOR B" PRECAST wl 2' RECESS DODR LLUNTELS psl4tas+u SAFE LOAD - POUNDS PER TINEARFOOT TYPE LENGTH Gi{U6 trtib-00 6 10-M tlifl Oiil6 Oi D6F2400 OOF30- mlrtr•I0 mlo-IB DIIFH-m 60FI6-I 11ta12-1 61021-10 Vne-I 4' (527 PRECAST 1635 1749 3355 3290 4340 421 6403 7W 1331 3691 5208 6639 8090 0479 10893 4'-e' (S4') PRECAST 1494 15n 3063 2991 3561 45U 5924 61t04 175D 690 5208 6431 8960 71 W193 86'j PRECAST 866 920 1770 116 2277 U39 3402 3968 11q 2481 4567 7017 97L1 5-to'(lo' PRE4:AST 810 1159 15" 0o0 0 3174 WOO tit] 4242 7/ 8701PRECAST797 901 1825 3120 7 Otte 7360 001 1825 3120 15M0479 I061•-li 907 PREiJST 7S H10 2459 47 72]9 6023 755 14f0 2459 43 059S'-8' 1167 PRECAST 411 466 D99 - 150 29 4ml 3145 616 M 1566 609i THE NUVRERS H PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 SAFE LATERAL. LOADS FOR 8' PRECAST 14 2" RECESS DOOR WNTELS CA=+M SAFE LOAD LENGTH TYPE 8RU6 BEES RCMU 4'-4 • (521 PRECAST 750 757 1164 4'-6' (541 PRECAST 694 693 1073 5'-V (881 PRECAST 408 407 655 5'-10-(701 PRECAST 382 381 1 616 801 PRECAST 595 788 464 7'-S' (901 PRECAST 609 674 363 9'-V (iIV) MUST 370 490 214 10 SEE CENEIK NOTE 18 GatxAL notEs n 11d.d.ht ecy aAdcdw.Ff.rriny me'µ' b°1 Delopw d a e4da b aoocdd• 6' Ra od Ibbl 40m pd e Ftdlre4W lti t000 W pr. d Jm0 b tnuan 3 D bch y{w b ea¢rab s.ry rD+(yy !a t80 rA rEk]ma xl IS) no d.dr ludoo •1 hbtr Art•Id Is abd.r cne . .b .t.d Arm ur. Mi d dw epid b a 6Y 'm A110 e41 a e0Y efpp'd wiS n mpmi• c4refl . IS3t1 pl AAY Abu W wl• 1 Qd 14) Wl.b bold smo0arn$ .a , `1• e=12ri55 ) h1oDq laded" 1. kr Im O+r • pn Gnd is p1 A<10 Ord• 270 a rdt4albo rartr re+ A37R Q70 ipt li r f rDald ocean yrd(DreR IgfeA raAiul WI } NF+44 EeEawW W S ID 2) N .e .lead lati. wr4fr•11r ClgilifygN 1 + IOdI ppM•rarhlOfby Fittreiy.idW ffJi D w+b! WIU . u.a I w Srl VUVW kcd 300 badw- i bd it) rr aio•ir0• Wd bd)ml rl &..% w rb b1 I e n.4 hw mw •Dan 1 1 bdu• Iq ra W kqW mt *..6 ih d. Id 0n -W bc, r bqO Yrnt 3) Roi3. Id mAV l.d 4d had )d•h 17) Sal, b.+ r. gaYywd dir" halt 4) Tk meld b pneaeda kdrdn f!v pwd rdodlm Ir W. r 40 bw mail Gwr. 10) Sd. W4. 14nd n Td;wd dn)e oo)b W AL1 63C .w AA 311 Ligaid F-C U5td 1932-I8y 4bd - Wr 06 e/ ILL rWeLe 4 WT! (16) ` 6601 W to] Ai "- .• btdot bar o7•alt or. M .D1eb.+ tw b paidnq mdCwl idacd werrl oxamry niU oSa• Lb ordeL Seo dWf Hme 6) 10 mlb Gad C a:ed l/7f0 4--OdAt-' . F.... ` rlt 1 a4 4r7 .d Imfd deb MOD= RMJE'A'ED U. b ima- 00 IM fK.6 t1G.1 a em:Difinp e•Jb the 1'Iari9t eatkermii6111a.' sumft Cods to9r. 0WW&umbil AwcpteKl4o -02.2 7) ac• R rSr nW w .tkd]dd W to 45 141T C I74w 8) L a .S/dlacdlr.d OW ml —*.a Ib rdR.:btd By c .' Daat N a'wm64."at'o 0. n..w,,.`"tP6un M&r., mmn -4 "r lk y IMM 110 bylow 4r MWI. 10) 6R - Br gild 11) Mi. 5:11 adid r•D4r b 1• bald d tw OoU•m d 0. gild wAy 1/2• CLR T'tP• amillom SEE SAFE LAM LOAD UBLES FOR LLOADDyIM FUAAI FUU IOURSE ) 05 REM or GR60 SAFE UPLIFT LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 10-40- an SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH us' 6- IT 10-1 9iR4-I 6RFI6-1 tt 6AF76- 6476-11 M-21 DI070- 10014-1 WiS-27 dF7:- 6RF2i-21 RF30-21 4,, PRECAST II Lila 56 3058 3751 4445 6140 005 16M 2382 3050 3751 4445 5140 4'-6' ( 54 PRECAST1604 2272 2932 3107 4115 4943 807 1604 2272 2939 1 3607 4271 4243 5'-e ( 6r) PRECW 076 1209 7707 23281,. 2854 3382 3911 575 r169 1797 23U 2154 3382 391I V-10-( 70' RECAST 207nd MOM 225f a 2773 61 3288 rA 2R0 655 1233 1748 2259 2773 3 8 V99 6,-8 ( 80 PRETa1ST 570 ON . 1 1080 1429 299 3329 570 1080 15M IUD 2429 2079 3329 7'-6' ( 90) PRECAST us 742 1364 ' INS 2155 2557 2988 6D6 a91 13" 1765 2r6s 647 21m PRECAST ass 4sl 884 1222 1540 1SS9 218D 3f5 5t0 ion 139 rm 2018 2331 f) THE NUMBERS IN PARENTHESIS ARE PPRCENT REDW(ONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 m am U-12 hm 1r 11010111 ti 1• 1 i BF32 BF2B , a railb the Fkrridda d. No 6• 03 EN IYPE DESIGNATION F F - M9 M OW/ U . INHEM W W F-I6- 1B/1T IVRf IMW. r5 Me: Kiwi ii MA p PROWCT NEv15[x7 7 +A PM3ED 1111am1 vpamm rnoytyt" 0 ui0l the Flail i'RDWA f000t Cam) . ff n+ i_ Btdtdkl0 "c nROTWC'F1wvtsm7 OuWIMQ, r6. Rortd. CnnOd• A+ rO3edw 1+0 1 Dsw CRG4 4PAR0 632 8324OR 6T9Z BEFRr'ER FL 97584 cbni R.P.E. UO.No-44m nr«dr0a..T> Ta)rr n:rrr t•i rr%1F r: „ rara;n scrafli: 7..1 lcfr .r;cr a:rs:r• ..: a ,'FABRICATION DETAILS n!aarr4y.ricn.,: v4.Tr.Ta :lr7,Pr:1-7 F,;y;-11i ' , '" %>F 1::`R111' /'3C: `iu ; Ta7 af:1: 7.1 7:1/C f•1: iYiZYlrc7 E,r ,,t. '^5+• .,y, rara t,n: r a:r ata" - siFr'ic> i - 'C •-= t , . , . _ . ,., ,,., ,. ., • M IAM I•DADE MIAMI-DADE COUNTY 0 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) wwW.miamidade.Hoy/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 aI'eas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 411, 6" & 12" Illgh Strength Precast ant] Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD46 L2, 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 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 ImTACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 17-0821.18 aMIAMIPADEGOUN7Y Expiration Date: 09/11/20181! r ApprovalDate: 09/28/2017 09 Z 91T 6 j'7 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details ", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Di -caving No. LT4612, tilled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on fle.yural 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. Hannon, 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 PmTino, 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. MA.TERIAL CERTIFICATION: 1. Quality Systenn'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load 'Tables", sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last revision dated March 11, 2008. B. TEST'S 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD461Z titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing tYo. 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, E17vironinent, and Regulatory Affairs, E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifjdng 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. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, l.itled "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 Depawtment ofRegulatory and Economic Resources (RER), E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from. Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. ke__ -A zuzze Nelmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0871.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 4MOTe HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS 1 y I I t1tII iA i1 i 4" SOLID LINTEL t1ATA TABLE Mn ice®ItLrYYI[ f G1ti t]r tr'uL.J rL]tSllit lucatSlJ:! i am Fr'6>i[ilmi Q)i VAEA I211i : iiLSi wm"Kt?rtzlyam com A" PRECAST U-UNTEL DATA .TASU L:L Il:lti-Yt3 r7i!1:.'11 1 1IL! ttt l 0r tr®+o m[ tm uu r:.ut3!J ac I7®.T o pQ!`irFIE TSIP36.'i@iL1VOWIMS O iat•Si[m<tFE1[FITs:::tfd'iilFri7r.1 fSC*i[V/.[IRS taQCC[trTk7[t!'ti' 1I'dT7f1if7?CTI'[:IQ<tt• f mir•IIF-yAl rar9i/fflT!T rasara.•m[ rv7sar:rzaaravt[[>.. 17- r mm rrA"rnn"rl,I, rags: eraar tA 1ffiL 9LTTTr!?T7 rim 11 rlta rta rma szva:a lSPG1m®[I7.li:.IR'd'i[2L'i:JiFe'SilF rf1CiCLT*J®rkLlL^.ifF1Il7r2.[ iFSC7r,Lr9t0go tr>tt 41tim ffF-- uwl-a nrtLS^]1T rrrJil:.lIEG'rOCTit7 12" PRECAST U—LINTEL DATA TABLE rmi rkxu C7i7t3,1 1iG L 0 13C7i 7I1tL1[F1:iL'7[1Qi/ V!F!_.IFd irPL7tt! L7G7[ 1:LFJ O rFL's.1L[3L'i VtYL"' 1c[iRccaaC/L[S>• ft3eamrLerar».:i.Ioc VItL^J- C3iC/atv rlma lcl[frtars::.ftt rvt.It[1 tta i71S,iri!vT7 IfII tl®P CEi ID nesar•-1Tn"WIu-ImI IFNXMIuGlu[2L'1 7 t•eG',v rra9r[tcaarta.2^rmaN[caasz mca ttr fiQil©ilil/!Jt Iff" r, Inn"",ISGiO r--AK.TI7lii>•rra,L:L:lmti ta1:t Jlwn" Cif:7 KgMJ[:49a3lrr22fs.IrF7QJaM:L:drllCivall11111011111 QIt3t C76 fSF f 73'JR1Ci[It, r arFld<ILICiO isE¢unurrc:artaa_s fl[rta:slsfrralcst mmt[st::artus;u[tu! trmc rrx tu 12" li•/a1 1 111R-I:ISO L1:l1W Nf til:ClLi ii}.-s'i I tsttt ttrI*ta r •rtalrt vmnz'nto yoc lletinmt rt ls.r ralyr r vnto c1elR nacfcr[_•>.lsratsau:.uRn veztL:.+i via rQSI[ia]:Y Llyl[?3::7::a[tL'L' J 11 Y VtF3::3I7G7 GrLlas rr+r et•laMRnxan u•1rk7L1Lll.IGfIAAiTa71FCL-11rrrn RrY_fJid1iMCRA17.!!1.71E i ICdR1i7Aiir17 C.RSi r i['iCdSIQml:1 " rr•r.urlaesrft so TYPE 'r TYPE *A* STIFF ur'va YI W Ym 7Fp rRO/RQ7ARM WOR1Wg0 tt ROMmm NA rXWAW AMC" O D IRotrlim ry CO/rRpRr 4n A1m cam R RUWDOCLO OR .ri[RDxITm pelolR TRI rRIDi 1TAITrrM COR3 CART-CRTE OSk M 1. RO/MWA .1(01 7/31 .AR uTx A314 A r1. AM A R[lW 1..M"m RTM Mt . Aw, It DIM WOCW .Rom m OR= N A ui. R. —0 9[ 10 Xm M RIDRM uOmb AAC MOO..LWMm L C.IC[pt SMMM a f.. t.OD rm FOR " 4 Mimi Alm u Ma r.ml "M m m Mi AORralzm l CAW m mutt! - MI cl rArAW WO M r. - DAa r33 M A D MW 8m . 1, 1 M rmvatmo CA.L rAW MM Yo.a tNa11 1 Mrsmt MaL V AL R COr uu ltm DOW Io .R run An Ors : am n I= UCH MO. Dy . AR. 1. WON W = ARE nXD m r[ou IOML P G FA r PRODUCT REVtSG') Os tAY1R6-th IhOFlo,i O . O E N • O'• 0.4 amtm;,S Cb& AeaploDNNo-O$ZI.B gpoonWir onu,tTbFWridDPRODUCTR",,O,I D 81'1Zzm 1i. 110 S T OF tUp7D A, MG PARF4NO 7ONAL0;;.-FL 33584 N0 44756 PRECAST AND PRESTRESSED LINTEL DETAILS Due °hA m Om m rh Cro rAmm rt t awat FOAF1I Sit 1 or G WOL NM 1} l4dtddc re 4• gp-1 fffd - 300D Volra6'B;r •raw d told-6000 r . ctr. - 1 po..ucrt0 a at bw oil A11 MC270 pp Uor 5 2) AS ab b•d Wo bored or •,Hamm 4 bah badod b-4 L SJ K Ab fo•b for 4 fro. b.mG p WX rmet b. r.dx.d 20% b tm 0ma d 1/m wnea. 3) F-a. tom maim b.d and hwd d hb. 4) 1M munW b ponalbe9t h,fcdo Lb. paord "b:Lka forpea. a t 1. •deed rdrr ExmO T/7-4IfrcdieGan2 m 171m 142Dpq S) As r.tdt me.l K umd gmk ddtKlbr1 oa.b r ®ad L/11m0 ddk Wl la,9m Un b 9mW to nadalcn1 •le qlM FWW. BC9y tad 3. cfion IWUI m opGwdt. d) Shoe ( dhd rohlt m r.qlt.d. 7) V told rabb to mo bctdAd r/ V &=sea bainrold aed d' ••me• dm "AWL p kdk gug,nmt i Idol oral —W Qh w asbit hrtd or i) w do mtrarub* mw of Imm sh mdoMf o WVronal L 10) IlR - HA R t;d I I) Edam Odd .der rdor to be bwled at O. b0om of Ib. maid 0*4. 11) •• -d- ralkal d rm dgand O60 vA 9. ndJn 1 IL• rrtr to CM13) el stx= appYfd h e b ah P-Qm K r.m drd bate 14) MbM L1. am6Ytd bw' M rAS tti. !-0ofM9 •y'c ppmd triad Wd MpIW Yodeoeld b•d IA Sole Tv" bed + 1 eh•nfd Iwd 5 IS) For emgmfL NO 1¢lOt. aet .Mr4 m• .de le.d fmm ocd law bd5414 m id) Far Wd MpD. not .hm ba .ab bad from mt fonpmt IwrA eM•a 17) W4 bolt m. apCbpn.d •mo.e. bed, 18) Saf• bolt bm. d on ro0••a'lydWp aa*jIv par )0 tl O mood AD 31a 9) Adz"edl a amda 6nYT 0)obm. Or idltL $t• d%is1N kbn SEE SAFE LATERk IUAO TABLES FOR LOAD RATM vsa. i• itl' FOR EACH ADOIDONAL FENFOtb41D ( RC9U) 1/i CIA TYP 1 0' 5 Iam FOR LWTELS2) 15 REM FUR 12' UNTELS CR40 or GM FRODUCr It2VLSGD SU8 6F8 0 mmplym6 trlth thu Finn fen eallan; Cbb , ..ems Ataftm, cn No L- t,. r-rum tna aou/ a-aaam EQ' •D t 1 v><rm' K t oor u 121`16-28/2T wm J L W Pr.' mmo T. r mmss 0) L.L. tmrmmtamU. f•.i C° 4S8e0a .a ••'` Y pP) .mlp AI K a'mid I) Kww pmr uam rmm,a,m o 1t b a am 12' N0121AL MOTH 6F32 h4U_BrR OF 6F28 6F12 6F24 CAST- RETE e 1 SAFE LOADS FOR 4" SOLID LINTELS 1cprs4grn GRAVITY TYPE LENGTH 4S8 Y- 6' ( 42' PRECAST 1180 4'-0- (481 PRECAST 959 4'-6' (541 PRECAST 789 5'-10'(701 PRECAST 460 6'-8- (7n PEW 360 7'-6- (901 PRECAST 260 9'-4- (1121 PRECAST 156 10'-6'(126) PRECAST 7t116j 121.18 Cgtt 4_ cm II UPLIFT LATERAL TYPE4S8 4S8 2' PRECAST 687 371 r4'-O'1 PRECAST59732041PRECAST529258 5'-10'(7CO PRECAST 407 148 6'-6' (781 PRECAST 368 118 7'-6' (901 PRECAST 280 87 9'-4' (1121 PRECAST 187 55 10'-6-(126') PRECAST 152 43 12F8 12F12 12F16 12F24 N i 12F20 PRODUcrRmstn 13O0 PI)' miM• ithDtoFlorida DufI ft Cod. Ac Vtoruo No ¢-n 0' , of 8xplmllon DYo 0 4bRIOr' V41 MCR679 /8 6F20 +4•SS,A/ AL r;G r UMER qs pC DRjp.44758joyCAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES w Itddt@ DRt91S-14 mum P. =m AI m WAL. ILM W@ 7 ( t3mm R: 2L7 AmmW. t.i. - tl:tL It0. 40u culm-R0. unu sim f or s SAFE EiRAVITY LOADS FOR 6" PRECAST U-LINTELS C—T4-W SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 60 6F8-18 6FI2-18 EF15-IB 6F20-10 6F24-IB V28-16 6F32-1B 3'-6- (421 PRECAST 2332 2876 3892 5050 6148 1 7227 8297 9357 4'-0' (481 PRECAST 2025 2313 3892 5050 6148 7227 8297• 9357 4'-6' (541 PRECAST 1654 1887 3633 5050 6148 7227 8297 9357 5'-10'(70' PRECAST 1067 1260 2198 3557 5734 7227 j 8297,J 8225 6'-6' (781 PRECAST 949 1078 1831 2850 4328 6737 8297 9357 7'-6- (90' PRECAST 779 883 1459 2188 3151 4524 6654 9357 9'-4' (112' PRECAST 584 66D 1056 1523 2084 2795 3731 5017 10'-5'(1261 PRECAST 503 566 895 1270 1705 22M 2898 3747 11'4-(136) PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-0'(1441 PRECAST 425 477 744 1042 1377 1769 2238 28M 13'-4'(1601 PRECAST 373 417 646 895 1170 1485 1852 2285 14'-O'(16BI PRECAST 351 392 605 835 1087 1373 1703 2087 17'-4'(2081 PRECAST N.R. 299 4;;j 620 794 985 1198 1437 THE NUMBERS W PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REDAR. SEE GENERAL NOTE NO. 4 I SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATERAL LOADS FOR 6" PRECAST U•LINTELS SAFE LOAD PLF TYPE LEGTHN 6U8 6F8 RCMU S-6- (421 PRECAST 587 1055 596 4'-0' (481 PRECAST 487 787 445 4'-6- (541 PRECAST 416 609 344 5'-10'(701 PRECAST 300 350 198 6'-6' (78' PRECAST 263 495 157 7'-6- (90' PRECAST 222 367 116 9'-4- (1121 PRECAST 173 352 74 10'-6-(1261 PRECAST 151 275 58 11'-4-(138") PRECAST 139 311 49 12'-0' (1441 PRECAST 131 277 44 IS-4'(16(f) PRECAST 117 223 35 14'-O'(168') PRECAST 111 202 32 17'-4'(208') PRESTRESSED N.R. 130 21 SEE GENERAL NOTE IS SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS 4MM-4-M SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6FB-17 6F12-IT 6F16-IT 6F20-IT 6F24-1T 6f28-IT 6F32-IT Y-8- (42' PRECAST 1412 2074 2715 3356 3997 4638 5279 C-0- (481 PRECAST 1225 IBM 2357 2913 3470 4027 45M 4'-6' (541 PRECAST 1083 1592 Z084 2577 3069 3562 4055 5'-10'(701 PRECAST 831 1222 1600 1979 2357 2736 3114 6'-B' (787 PRECAST 723 1097 1437 1777 2117 2457 2797 7'-6- (90' PRECAST 648 863cm 1249 1544 w 1640 w 2135 w 2431 9'-4- (112-) PRECAST 575 57100 980 ce, 1252 m 1492ctc 1732 1972 10'-6'(1287 PRECAST 514 462M 787 1121 133q 1551 1766 11'-4'(1361 PRECAST 474 404 im 685 to 985 H 1213 1442 1645 12'-0'(IW) PRECAST 454 367 ,a 619 888 1093 1299 1506 13'-4'(160') PRECAST 402 308 516 B 736 v, 906 1076 1247 14'-0'(1681 PRECAST J68 285m 475 677 832 9B9 1145 17'-4'(2081 PRECAST 253 208 338 475 585 693 303 THE NUMBERS W PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR SEE GII4ERAL NOTE N0. 4 11- CAST-CRETE 4", J. 1 YAIICr 0601E-t1 CAM E PRODUCT aHvISED W -0-0*8 tAfb tr Florida 9a1ldfnS Code Acceptance No Z— O (. J.18 G'i ton l}Jk /g QyMmtID aCantrul nOi)UCTRgVls,, BwIdN a. tfb Flo+idn Aeapiany N. _ Frf bn lfiN r 03.07 CRAICPARRhNO 6324 CR 579 yd Mt SEFFNERFL 33584 R. P.EUC_NO.44758 6" & 12" LINTEL SAFE LOAD TABLE t MW ALUM I SLUE: N.I.S. SAFE GRAVITY LOADS FOR 12" PRECAST U•LINTELS MRAi PQF(,AR T LOADSI"TIR R SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS ttttl M-01M SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TMPE 12UB 12F8-29 t2F12-20 t2F16- t2220 20 12F24-28 12F2d-2B 12F32-28 3'-6' (42' PRECAST 3428 50DO 5838 7619 9352 11060 12755 14433 4'-0' (48' PRECAST 2923 4232 5A38 7619 9352 11060 12755 14438 4'-6' (541 PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 5'-10-(701 PRECAST 1612 2320 3218 5234 8487 11060 12755 1443§, 6'-6' (701 PRECAST 1383 IM 2579 4196 6421 10032 12755 1" 7'-6' (901 PRECAST 1136 1628 2131 3218 4676 6756 9763 1352q 9'-4" (1121 PRECAST 795 1216 1535 2230 3D83 4187 5593 755 10'-6-(126') PRECAST 614 1043 1295 1853 2518 3323 4334 5632 01 11'4'(1301 PRECAST 518 945 1162 1649 2216 2893 3719 4746 12'-0'(1441 PRECAST 456 1 878 1073 1513 j 2020 2817 3333 4208 13'-4-(1601 PRECAST 359 767 928 1294 1709 2186 2743 3409 PRECAST 321 720p 865 1204 1584 2017 2451 3106E 17'-4"(2087 PRECAST N.R. 4510 631 681 1141p, 1428p 1750p, 2102 19',4"(232) PRECAST NR 343 ep 477 p 700 925 1152 1380 1609 F) IHE KRUIENS N FAWI DS15 ARE FTACEKF REDUCI UMS Ion TAME t0 FETD ADDED RMAL SEE MOM NWE R0. 4 SAFE GRAVITY LOADS FOR 12" PRECAST wA 2" RECESS DOOR U-LINTELS 4 MM-4m" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12RU6 1296-2812RI0- IM14- 12RTI5-1 IMME 121925-2 1200 4'-4' (521 PRECAST 2538 2942 5468 7584 MO 11669 13679 15M 4'-6" (54') PRECAST 2319 2740 5468 7584 9640 11669 13679 15679 5'-B' (68') PRECAST 1347 1841 35M 6395 9640 1160 13679 1567i( 5'-IV (707 PRECAST 1259 1758 3361 5954 9358 11669 13679 158 6'-8" (80' PRECAST 924 1430 2633 4415 6884 103 1757 1480q 7'-6' (901 PRECAST 70.3 1203 1157 3494 5259 7922 9623 11321 9'-$" (118' PRECAST 389 643 1451 2157 3203 4427 507 6300 4"T1mmII''I SAFE LOAD PLF LENGTH TYPE 12UB 12FB RCMU 42") PRECAST 1295 4841 393 4'-0' (48') PRECAST 1295 4841 299 4'-6' (541 PRECAST 1049 3922 2417 5'-10"(70' PRECAST 681 2547 155 6'-6' (7n PRECAST 579 2167 123 7'-8' (90") PRECAST 474 177) 914 9'-4- (1In PRECAST 355 1326 58 I0'-6'(1261 PRECAST 306 1143 454P4 11'-4' (1361 PRECAST 278 1041 38 12'-O'(144") PRECAST 260 971 34 13'-4' (1607 PRECAST 229 857 278 14'-O'(I68' PRECAST 216 809 251 17'-4'(2087 PRESTRESSED N.R. 833 16 19'-4'(232' PRESTRESSED N.R. 534 1300 ari 4LPILM& nU1L 10 SAFE LATERAL LOADS FOR 72' PRrrART.12" RECESS ODOR N.LINTEL9 C C sAF PLF LENGTH TYPE 12RU612RF6 RCMU 4'-4' (52' PRECAST 1295 3592 258-16 4'-6'. (541 PRECAST 1213 3458 2417 5'-6" (68' PRECAST 784 2236 165 5'-f0'(70' PRECAST 747 2129 155 6'-8" (801 PRECAST 602 1716 117 7'-6- (90' PRECAST 504 1438 9140) 9'-8- (116' PRECAST 355 1011 9" cMM+M SAFE LOAD -POUNDS PER LW EAR FOOT LENGTH TYPE 12F5-21 12 IMI12 III 12F20-2T 12F24-1T 2F28-22 21732-2T 3'-6' (421 PRECAST 2752 4287 5613 6938 8264 9589 10915 4'-0' (48' PRECAST 23W 3721 4872 6023 7174 8325 9477 4'-6' (541 PRECAST 2113 3291 4310 5328 6347 7365 8384 5-10'(7n PRECAST 1623 2527 M, 3310 4092 4875 5658 6441 6'-6' (78' PRECAST 1444 2269 2972 3675 4378 5081 5784 7'-6' (901 PRECAST 1267p 1787 2583,1 3194 M06t4 4417 j 30281 9'-4- (112' PRECAST 1028 117 D 2006 2590 MA 3533 4079 10'-6"(1261 PRECAST 920 947 11121. 2281 276401320909 3653 11'-4-(1361 PRECAST 85801 B29 AGAI lu 1982 2441 2902 3364 12'-0-(1441 PRECAST 814 753 1269 1788 22011. 2618 3032 13'-4'(160j PRECAST 678 633 1057 1485 1826 2169c. 2513 14'-0-(1681 PRECAST 622p 588 974 1365 1679 1993 2309p 17'-4"(208") PRECAST 434 427 695 964P4 1182 1402 1623 19'-4'(232 PRECAST 366 3701 593 817 1002,j1187 1372. F) THE ITME IS IN PAHENDIE95 ARE PEIi4NT REOI MIS FDR CRME 40 FED AM REBUS SEE fFNERAI MEE ND. 4 SAFE UPLIFT LOADS FOR 12" PRECAST w72" RECESS DOOR U-LINTELS h SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TMPE 121FB-2F IMIO-2 12RF14-! 12RF18-2 IlRf22-2 12)d25 12RF30- 4'-- 4' (527) PRECAST 1626 2685 3746 4806 5867 6928 7969 4'- 6- (54' PRECAST 1558 2582 3602 4623 5643 6554 7664 5'- 8' (68") PRECAST 1210 2042 2850 36M 4466 5273 6081 5'- 10'(701 PRECAST 1173 1984 2769 3553 43M 5123 5908 6'- B' (801 PRECAST 10201 1538 2426 3114 38D2 4489 5177 7'- 6' (9D' PRECAST 904 MIS 21 FA 2776 3390 4 4003 4617 1161 PRECAST 703 p 771 1472 2181 2663 31454 3628 THE HUMM IN PARENTHESIS, RE KRIIiT REDI.Cih FOt xc Ucn .1WL GRADE 40 FIELD ADDED RMUL SEE MIEM WE M 4 1o;+- NIDRIERS IN PARENTHESIS ARE PEIMIT fd.1Al M3 FOR G • • ENS'• 40 FIELD ADDED NEM SEE IFNEBAE NOTE K 4 I' RUDUCT B, dN1Wing '"'h thn Flor{da 447 11TtODUcr RF:V1SGD Uu Pludda pA,c apWcaM wPAD _ 08 778 T E F * CRAIG D C' MWiUE Acwpnco No _o 00 ,o R\ C`i+ 6324CR5 D 19IDtlo AAS NALEroo SEFFN6TA,.1113358a SEE GENERAL NOTES -SHEET 1 OF 3 CAST— CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES RF M"' UM-14 UMRR a: 4DNAN AWUD sCAEE: -- ME; 3 Ot 1m if, CM16 rMo. f.E. - 2EG. N0, W5E DRDHRC NO. 1.14612 SKEET 3 OF 3 MIAMI-UADE MIAMI-DADS COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 1 t 805 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) ivivmmiamidaae.gov/economy Cast -Crete USA, Inc. P.O. Boa 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority )=laving Jurisdiction AHJ) This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Pan•ino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & R-6 as well as approval document mentioned above, The submitted documentation was reviewed by H)elmy A. Makar, P.E., M.S. CM IAMIVND m NOA No. 17-0821.19 Expiration Date: 05/21/2022 09 /Zi? )moo FEW Approval Date: 09/28/2017 / Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E, dated 06107196, revision 91 dated 11108196, sheet 1 of 1, and Draining No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables'; prepared by Craig Parrino, P.E., dated 06107197, revision 94 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 07130197, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated Apri11996 for cement by Southdown Brooksville Cement Laboratory, 2. Mill Certified Inspection Report #20-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated I1/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29196for #5 rebar by Birmingham Steel Corp. 6. Mill Cert f ed .Inspection Report #58 A66332 dated 01/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-MI9805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-A,120652 dated 04103196 for #5 rebar by Birmingham Steel Corp. v e my A. Maliar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E - 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196 for 95 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 92 dated January 28, 2003, and Drawing I& LT8, titled "Cast -Crete 8" Lintel Safe Load Tables'; sheets 1 & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. flelmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/71/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details`. sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January. 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 G-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #I2-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated Jame 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 Alliami-Dade County Department of Permitling, 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 #11.4-0903.02 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 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. C:Ililrny A. Malfar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E- 4 Cast -Crete USA Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 016-0126.03 A. DRAWINGS J. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and .Economic Resources (AM. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models,, total of (8) concrete lintel specimens, per ASTMS-529-94, prepared by FTL, Report No. 16-0425,08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. 4.4 it ClYeimy 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 USA3 Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMMTTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. l . elmy A. Malcar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E - 6 l •1 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS D PRODUCTRLNIWIID PRODUCT REV ISCD a i0A1P131aj wlih Ih. Florid, n complying uilil aw Florid- BIIDdioa q.iwL Cl. - 0 2 .19 AcccplmnToib-oJtb Acmpm.•Ice @Jo um DAM.Q r Lt., n Z Q RERMTRFl16NEP11 RODU:: Acccp=lal NO, Drib e 1 R_M[GAR M/ 1' f1FEEp OOOA U=IR7R a MTCAST U-MAT E' ,R 1AF= "m L L>wrFL TYPE 'A' STIRRUPS T 7/32"0 8AR ro STIRRUPS f 1 4 8 IJ STIRRUP DETAILS T. PRFSTRFS3FD 7/32°11 BAR STIRRUPS TYPE 'B" STIRRUPS r h 5'-S" LMTE'LS., NTEL DATA 'TABLE E'.L tti a• UA9111111111ml. I Ei:i71AAN:1 t;(ij;f 0—LJ' aster vM17E MIUM Irral1 I:+ta r[a ro Ii7Ci1CF1VEEll'till:Jit/ rt esrc IMMMENTY11 avct3+ rm aAiry rJ sIf1.7+.E IfIFlF/c3s..T70:7fr]acIQl+liRa rt'[ MIR I 0 i•©;ylmr':LM•' ir I I\ITC1 MATA TACK f.1rr RUIi.11M 00.1faI lYIY Fi`fif{iNY.7iT•]FilII iE ii(L fL 71:1 1i:L7t]f:1 E3OUI G rM1C1119 MY F7I1 1'J•[t1:_.'dR+F?'!Fl IC• ffLSrf[!CJ Eii7!!1'>• r R S'r'x',bCYI:.'+1L•'G'i r7At1• L1Q>iF3SitSGJi L%.flfllJ• riL3rif fT yi 7t/tYf L'1FJGJ©Aruar[]c;rt3a rr*tz>Irate-ra:.;Jr tLY llb". rJ3GCi7]ilCMU rLIXIM 11![Irii!' Ir3alraamrartnrlur I,IT en.rtt.:1']]!r 7n, •,• t,." Au Gw un I JM -r_momv L j• jy 6QH w— MCAST LMM RMFORCINO CAGE FAGRWAEION YODEI. - — F.. — 7 m x annrA Trl'r RdA, J Toy R LYl A z%.Js AfNO UCE FAARICATION YODEL PRFCd4T I1-LINTEL DATA TABLE ii 1^.^T1Y.Y77141'iTi•Y•YiT iiii iC•iitaiElAliil{aila iiJ ll•IauY,'rs"i'ILK7.9h.71 IL•f®Il lE'iDgiL®c no rTr tacsar l rJaurv r:vt n lG,a FZOfiLt1 r." iC3iVEEQL1LiSSiWQt! clirl27Il1'}lrFL rrFa Vttlr7rvadum Il:elwNRU=M FETe71Fw'laLt1a17f1 ti=RiFJClivct.1kTmiaiv i'Llr56isi rJo r-jar NWAME E&EM-1aFs>icrmro, fr1'L'Sfr[7I?17E'ilar:lltll LSiP[iC E>t31:i! Tav mrisjuater—" 6if[1fG'r.ERri7 f[ir r i^r7mC5rFiS; WgUAMoo CL rlIISS31I11G1IRr:f1i::UloOrF]m»1 ftE 9r11E1fitsrJfT+nmiflr IF1T+do mcyr la::>•rrr.>_:.:Ir3aun[acSan t" TO AOMFGAY puwAlr T G fo0YA1D Fo11 Mom AIfADYAI. TI 11 MECTED BY C"YOUNT LETTB AND CAMW SE an OJIGDYTFO Inuout not CA MEIN coREGTI ar EW-== IML on 1 _ TDIL 1. Af1¢okWw'xrM; llSA bat A101 ASM A 1% R, ME1 YR 10TAL MMM of taQloA: AIIA 13 AM% WOE M AMU AFi RI.7/1% Mc" 00YG0l 27UV lRl-MAYA7PN REif EMAG Amato G WDWEO SINiWO fAMM GAA1 tOaFMALAMC Mrj FN EIAYRL 1GAI0 ASTA AAM No. or 10AROr3 • ,. TAD, ZTADRMUMWEMmoa1ADTA A1Du v1 2. oaRCA[TC neRevo 1l h •Moo As fol A EACH Mum EWlusl 1'. • ON RI IOA ALL or fGQtolY1A ucw A am IIITIM .. BEIR D IVorCOANATLLSm11 EA31Lyn. or 3. DBUL M n= M= o,To A IF nOTMESGmmUIIELAGINRo01D cw1ornu TIAYIDID_tlfJljMp I1iFi1C31G To RaYT UrMto AMA U&XMJ i FaWZL ENs • PAODUfTUMM(D O • ; 7kz au Uonlltp ZoJG E O ,([ C CM PARRLNO ryT 6324 CR 579 KJ ur a 3' % R 1 Q 'C.• SFFRtER. FL 3M • hs DAfALE 1;•', FLP.E,uC.No.44M CAST-CRETE 8" LINTEL FABRICATION DETAILS QAt:r noalnTv l nuns FOR a• PRECAST S, PRESTRESSED U-WNTELS 10-444@f17• V SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENCaft4 SUB IFb00 19a-1a aF12-oa aF1a-oa Ma-la 670-o9 ana-3 9a4-oe 011-le IF2e-0e Ul -te SF32•CB 932-19 3'-6' (4T PRECAST 2231 3063 5163 3" a054 9502 jMI3M91%3 7547 I974 IM94 lllb9 4'-0- (481 PRECAST 1968 2SI7 R4375 392D 4a90 seat 7m{ am1 269] 113 7547 U74 m394 Ila9 4'-6' (541 • PRECAST 1599 1999 2031 3753 4376 W I224 2109 1113 7547 6371 M4 I= 4' 64.1 PRECAST1 121J t349 1979 2M 3iA 3aI 4249 16e3 am S315 7547 73j2ft4am.,70@7 5'-10' 7 PRECAST 1062F123-3 Ina 1031 2M 2349 3009 3470 2622 4360 66 i0J 71ef MM 6-6' (78 PRECAST y0 21 3031 3707 43M 64191 2177 34a0 5361 9= i r aa7s7'-a' sD' PRETYST 743 17a 203t 2203 210 3131 3665 129 2a1 JIM Nat H67 94n 9'-4• (112•) PRECAST r e,i 1190 1425 2514 34M 2615 3302 1245 1543 2514 34a5 4105 6397 10-8' 12 PRECASTe) 475 5M Dell 1247 2933 27T7 2153 253a u3 lost 15A 2013 2R1 4734 11'-4'(136 PRECAST 362 s1z so 1J60 Ia41 2473 3127 40a s62 945 1366 Sale 2423 3127 49Z ir-0' 1M• PRECAST 337 640 373 1254 KM 2123 5 35% 6Q 873 1254 la4 2193 2D05 MM 13'-4'(1Ti0•) PRECAST 296 471 755 107a 1423 IWa 2319 26U lot 755 ID75 1426 I= 2310 2aa3 14'-0' Iev 1 PRECAST7 279 424 703 f002 f328 IM 442 706 1002 13U IE97 14' 8'(176') PRESTRESSED la tul lgi tat 161 459 733 13" f00x 2245 191--4'(184j PRESTRESSED N.R. 41 Da to 117M. He fit 717I0 1250 IA3 a32lOa 17'-4'(2081 PRESTRESSED N.H.® RRto 34e 13oI I32e32 601609 W-JI'(232') PRESTRESSED N A HR Z171MR 4m 7410 037 zI2 I515 nle 21'-e(255' PRESTRESSED NA7D 599 W IIIS4 11% 1413 22'-0' (264) PRESTRESSED NA HR Bn 5t7a1 let kT 318 5'A 734 1047 1755HRlA9 24'-O'(2B6') PRESTRESSED NR 0 M 18 f29 2M450 W4 ee4 1092 1212 WELATERALLOOS FOR eatneoevn u_ I tVm n . p„4M. SAFE LOAD PLF TYPE LENGTH SUB I 8F8 RCMLI 3'-6' ( 421• PRECAST 1025 1024 1598 4'-0' ( 481 PRECAST 1309 541 PRECAST 1073 5'-4' ( 541 PRECAST t14i Y-10•(7D' PRECAST 6'-r ( MI PRECAST 507 7217'-r r499nPRECAST4246349'-4' ( 1121 PRECAST 326 • 512 230 10'-0'( 12n PRECAST 284 401 180 11'-4' ( 136' PRECAST 260 452 154 12--0' ( 1441 PRECAST 244 402 137 13'-4' ( 1601 PRECAST 217 324 110 14'-0'( 1681 PRECAST 205 293 100 14'-8"( 176jPRESTRESSED N.R. 2$4 91 15'-4'( 184') PRESTRESSED N.R. 259 83 1r-4'( 2W) PRESTRESSED N.R. 194 64 19'-4'( ZYO PRESTRESSED N.R. 148 52 21'-4'( 2561 PRESTRESSED NR 125 42 22'-0'( 2641PRESTRESSID NR. 116 40 24'-O'( 268' PRESTRESSED K.R. 91 33 nAWP Uoi ll:r I nuns FOR D" PRECASTS, PRESTRESSED U- LINTELS 4qS R4i[ 93 SAFE LOAD- POUNDS PER LINEAR FOOT LEN43lli TYPER". 1, aril-rt IF72-21 a i9- 1r Flll-21 U20-IT 6F20-2r MA-IT V24 Z MS-n UZA- r AF32-Ir e132-2r 3'-6' 42 PiiLTASi 4394 S263 2 7001 2a77 351 4324 S263 6132 7001 4'-0' ( 401 PRECAST 2305 3090 3515 4570 3 10'7t 23M 30m 3513 I570 s32a I0794!-8' 541PRESAST2040M 3373 4043 4711 5379 2040 2707 33T 4043 4711 379 5-4' ( 641 PRECAST 171' 227e 2a35 3799 326 4322 1010 17u xna I 2a36 3399 1151 4327 5-tD'( 707 PRECAST 90s 15a7 2593 310/ 4133 929 tSV 2060 1 2S93 31107 3620 4133 8-6' ( 78' PRECAST 7407 f 2321 3251 371 gas aas 1407 06 1329 90 —=I 3712 r-6• ( 90'f PRECAST.727 toe 1624 2025 24M 2e27 312a 717 1224 1424 2026 242A 2M aria 9'-4' ( 112 PRECAST 10 1474 Ials 2W 250D 591 591 an1318 160 1969 2G4 1 2619 1N-6 ( 17d' PRECAST 670 376 gig1115 1411 r73a 2011 im 6J0 M5 II&D 0 1472 04 17M ed 2053 1 234I 111-4'( 13e) PRECAST 4 a00 1Q17 txT4 1513 1753 494 607 1042 1372 1e43 1915 21aT tr-0' ( 14a PRECAST 470 430 7u na 11 13m 1500. 470 550 90 1302 ISa 161 2075 IS-4'( 1601 PRECW ale Je6 601 7e5 964 1143 1323 42e . 400 7aD 1159 Ie I 1aa7 14'-0' 168 PRTSAST 3a4 35a No 724 aa9 fos4 1tm 410 423 7,7 1013 139 M 1407 14 -8 17n PRESTRESSED 239 J34 a20 672 e25 One nit OM 216 S95 M3 930 I]03 151e 1734 15'-4•( 1841 PRESTRESSED 224 313 4a6 427 769 911 IVA 23D us 016 90a 12 f4a 1643 17'-4'( 2067 PRESTRESSED IV 253 405 2 as a Ina t92 306 699 740 1o05 1271 73 19'-4•( 232 PRESiAESSED IR I 4R S{T 641 747 in 253 429 14 59 12D 21'-4'( 256') PRESTRESSED 142 04 307 39] e3 36a 6ss 1 142 932 373 5T7 721 995 IDU 227-0• ( 2641 PRESTRESSED 137 197 2" 379 462 546 a3o 137 223 35a 513 aa 6 LI a7 24'-0'( 2881 PRESTRESSED IN n0 261 342 ti 492 Sal 124 m2 J71 455 a01 37 07a 1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 SEE GENERAL NOTE NO. I ON SFIEET 3 OF 3. (ai TH FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 ON SHEET 3 OF 3. `n D 9RDDUCi PEtODUCT REVLSED M.ca-PROD;Ay.,gCT ARR r> idi .I"Mly0q 0ul.fOl a1 G o mmplAig % rfm the Plorle. 13u9 c a, @uOding c.e. Doilding Cud. Arc ce T'w 0Z'Ll. Js I lon 74n O .o ' l cl 2o2 2 1a>4 Dr 22 gy nu•- 037 '( A Dy7 M f i+71 AlrCal MnTFC - SNFFT 3 f7F 3 ip 111115 ARE Ptlictill iV "ItunJ Owl 41NWe +0 GENERAL NOTE NO. 4 ON SHEET 3 OF 3. EN HtODUL7RAylb' OD J`/ AWOIIholrtoNda 1'tt: A'tt94ucoNo( 0 0 OZ QEc , CRAIOPAARINO0inpaj',/ I"*,\G?, RPELIC.N0SER R. 068A IF` 4 II Ii1111 f—CRETE 8" LINTEL FABRICATION DETAILS 1 I "." nr - r>rle 2112x0. It - Ra IL Ia711 MM cr m s= en1:c r-nn1nN I Aunc KAR R" PRECAST W12" RECESS DbUR U-LINTELS cpssalm SAFE: LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH ERU6 MFI SRF14 fierl6 e Ont-ae mho- e610-16 Mlal-1 6RFte-i RF22-1 6uv-I6 6Rr36-I 4'-4- (521 PRECAST 105 3355 3260 4349 5421 6403 760F17036995206SM60909475MN 4'-8' (54 PRECAST7 1494 7763 2992 39ee 4946 5424 69Di 3W9 5201 Ml 8050 471 IGM6'-8' 66' PRECASTfi797 I770 me 2277 2A9 3402 3969 2461 4567 6369 eo 7917 9311 5-ID"(70 PRECAST es9 1653 too 2M 2640 3174 3700 1113 2342 4242 663f 74 e7m in 6-$' {80') PFTECASF Sot IR15 3120 We 7747 1445 7350 901 1D25 3120 am 7915 947p 1%- 6' 410') PRECAST 755 1490 2459 97e 574.3 7239 6e2375iI4f0245937766743 IETM90' (116' PRECAST 05 9" IHa 2233 3129 4091 3146 326 en 156a 2253 3129 4150 SUI THE NURSERS N PARENTHESIS ARE PERCENF REDUCTIONS FOR GRADE 4O FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 L.tl4ff5 SAFE LATERAL LOADS FOR A-vurniiSTa12" t7F1'.F49 rinnn t1A Myna r'-'V' SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 RCMU 4'-41 (52' PRECAST 758 757 1164 4'-8' (54' PRECAST 894 693 1073 51-8' (681) PRECAST 408 407 655 5'-10' (701 PRECAST 382 381 616 6'-8- (ISO") PRECAST 595 788 464 7'-6' (90') PRECAST 609 674 363 9'-8' (I Ir) PRECAST 370 490 214 SEE GEIMK NOTE 18 1) Udr11s IZ) vLIdaGod ti9 r .ate} hn od+su t Ilia ab 1. mmd°L r. trsrva1 field • 46DD pd prdr.cd Lhld - i060 p1 ap > 3 1 roar yf y.Memchm••••f wi.1(gill tS9 KN rridn-w rul U)11. wwv ..f_ d Ca>dL Ied.Ped ra ed e.nud. se'b chap Imo n.uy d a.m. •1F .cerlle. 16t11 a ai°ar .ryo..4 n.o 9. um mor eh. dnoom m l50wroN1Nw MIa IQ U-{ds Iwdd dmflmm * a+lkd ( z o< ) Z kwo M a"!°!I h. rSuW t.r, the nmtNdl.dlM rar.rif.wua'n r rohea 0, A 270 In rw"om tvbr 1V ASDI CrID Tn. N u i APd sdicd Aw Aroma bd f IA 2) Ar . 4 bd W. Iud m .01. + 4 taah 0 r_r,>e sd. low. rr. gel"1. - 1 66M m.d N Wo -"Vul id SM Iw1.s1d Yr , I51 ra aaVm Pad bo/hb °.I am ®ter. IW I= A hx bdW st m. g.14 1. 2a>t Y i..L+1 Mh15 4 I.a Val1a. Iq fu rid beG¢• ar 4c4 i0, ap low Fnm not kaP•l rmlll dasn. 3) MLA. td .wur hw d her ).4b. 17) sat. b. h r. WA p d A.Ah WL 4) p.d0.1- b eal r .adc4 rn.c 0nln I4 pehtu It to 11) so. lows hard .. ddp adz• u Aa SM.0 AC 3t1 D'. cS Y-P Ur{d wn-11 w14 «'147 Itad - SM 45 I5 rta.a6a 3472 5501 r11 19) AMXw l bled b.h A9V -14.01 n' d-w ww-t. owwy tla. Sr rdd se d+L•h fid°c H trhb a:d r esd_ t%360 Ada 17 F...^r.n. hdaa 1Atl p Of5 TI -1• .e5 kqV ¢Cd. v smei, 69 ddh 4- PRODUCT R &UU) Vo Is 611W 4. a ¢uGq m FkddO WAD m ca*ynvg aimthei7v41. r- SeeCus I6G?1 m ejp9m51e &Aft Cp : 10 shm Me C*h a ewn..L A-pt;-. N. -0 22 - 7) an 17 rd-r ram! t. dNdhW I.r b.13 (dm X"_ D s) . 0.{ nml d Ud .a i c-rb .m Dt. rah'1.dad ed/r ebuelyN & m l' y C3" a! 1) me itti'ap ner d&; t wd dea d "+-Vb... Do Iau d . 9"1. 10) RR - R.1 wa It) Doi. 9.Y a" raw b k k" d 0. b-Ift -1 Ih- Ltd tuD7. 1 2• , SEE SAFE UMA LOAD TAFBpM FORApLGIDp JRALReiO FORUM EOlIRCYI!i i0 or CR60 SAFE UPLIFT LOADS FOR 8" PRECAST wl2" RECESS DOOR U-LINTELS 4,R% v-*-11a SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH M:&- IT 6RF6-:1 VID-t Mo-N an+-Il er i4- 21 aRF18-I eRria-21 MM-116RF76- I L F22- u 6RF24-27 aff3c-rl WM-M 4'-4°. ($ 2 PRETASf 1666 2352 3056 3751 4445 0140 905 lcw 2 3me 3751 4445 5140 4!-If (, PRECAST OR 1m4 2272 29N 3607 4175 4943 00 1504 2272 2139 3607 4273 4143 5--e- ( 6n PRECAST e76 1269 1797 232e r M4 3302 3911 675 118 1797 23H 2554 MU 3911 5'-10-( 7n PRECAST 555 1207m 1748m 2M A 2773 ff 3266 m 2799 655 I?> 7 1746 229 1 2773 395 2729 8 -8' ( 80) PRECAST 570 929 1 D 2429 M 312D 570 ton 1530 D 14N 2679 3329 7 -6' ( 9(1' PRECAST 506 742 IM '5 2166 2617 2U3 605 m 1364 17&3 21W 2567 21569'-8' e- 1I / PRFIA4TR5 46a 664 2 4 1 2160 395 seo 1072 r7m 201e 1 2331 f) THE NUMBERS N PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FfELD ADDED REHM SEE GDEM NOTE NO. 4 TYPE DESIGNATION F - t63m WM MIT / U • IMMM 0f !S FMR AT 1DTID1t OF 0. MITY FOWII17f' 8F16-18/ 1T 6010r4 MJ J OID 15 11¢@IR l D16I6 IIC67JlQTa . M" Al nP I-I/ 1'tam is Fs 9F51A u roDa1 0r LIM way1ltAA- .. •PRODUCTRCVLSL• D1t,7 rya 1` "111 rO p 10@l m c11y6t6 ts4Dt 11te FI°eid: 1• (YAK stdW6S cad° RENEWED E N • 0 - =1IVol 0 2 ) 9 DrtCatgdILGvunu 1 td6t NcPlorad0 * 0.44 L? J/L/!/.J2 U* ddjts401Ih- YI°rAfego/ -= o 3-. ..F 4.6k iD uct Cmt- mtt 9hcro ! oZ 1 refdabw7 • 1)'• CRAIGPARRWO /6 EFFNER.FL 55564 a•t IBC.T.•:ii7lT" iGi.'%]iGl.`f iU.1 YGiE - raca nl 1 11 T•.l:a rac.i;r u rs:r: .t• • ? i,>\' ODETAILS riw= ca la•nl: liis,-ra _r ri::n t 5et-, /!ri•'I':.• ic-_;s:is r._aia7r.(3 1" Y•71•Fi'7K41iP itl`zY(.kl ''{_lil i ' }:r-^ ¢r t,r"5 a:•y' ' ."" r..ra:rriz « riar4T14ASWAr:. iGa;w:roa,I>f:f1r:+av71.•tns __--- Lyw4 ctL't-'.nQ1I CITY OF SkNFORD FIRE DEPART&A0%1T Building & Fire Prevention Division PERMIT APPLI lCA TION Application No: I d Documented Construction Value: $ 51,000 Job Address: 3855 Night Heron Drive Historic District: Yes No Parcel ID: 17-20-31-502-0000-2070 Residential 0 Commercial Type of Work: New Addition[] Alteration[] Repair[] Demo Change of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough, and trim Plan Review Contact Person: Brandon Gibbs Phone:407-630-8119 Fax: Name Starlight Homes FL, LLC. Title: Director Email: brandon.gibbs@reedcm.com Property Owner Information Street: 1064 Greenwood Blvd., Ste. 124 City, State Zip: Lake Mary, FL 32746 ' Phone: 407-708-0163 Resident of property? : No Contractor Information Name Brandon Gibbs Street: 146 West Plant St., Ste. 240 City, State Zip: Winter Garden, FL 34787 Name: n/a Street: City, St, Zip: Bonding Company: n/a Address: Phone: 407-630-0119 Fax: State License No.: EC 13008106 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: n/a Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, 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: 6`d Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application 14 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signatttm of Notary -State of Florida Date Owner/Agent is Personally Known to Me of Produced ID Type of ID L o t A Signature of Contractor/Agent Da a ? ky 0 B Y c. V\cA V,1 Gt bh3 Print Contractor/Agent's Name a 11 Signature of Notary to Florida D to o ttiu Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW I&FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone- 4 of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January 1, 2018 Permit Application ENVIRONMENTS FOR Li p!/ SITE ID: 375761 LOT: 202 BLOCK HOUSE: 35115 STREET: NIGHT HERON OR CITY: SANFORD STATE: FL ZIP: 32771 COUNTY: SEMINOLE ACCOUNTV.. 909STAFL BUILDER: STARLIGHT HOMES SUBDNISION: WYNDHAM PRESERVE COMMUNITY: WA PLAN: NOP 10/102017 PROGRAM: HERS1100% TESTER: EFL IECC: 2009 CLIMATE ZONE PROPERTY OWNER: PROPERTY ADDRESS: 3555 NIGHT HERON DR, SANFORD, FL 32T71 TEST: BLOWER DOOR RESULT: PASS TESTER: Dave Revelle DATE: 0524201/ 7771 PlutltDho IR Sun TEST NAME CORRECTION NEEDED BUILDER VERIFIED RATER VERIFIED WA 5.1 Attic Access Panel (tuity gasketed and insulated X 5.2 Attic drop -do" Stair(fully asketed and insulated X 5.4 Recessed Lighting Futures (ICAT labeled and sealed to d ll X 5.5 Whote-house Fan(insulated gasketsd to the opening X 7 3 Fresh air ventilation installed per programspecs X Blower Door BD Ta at BD Actual Room Pressure Teat BUILDING ORIENTATION PROGRAM VOLUME U. CODE VOLUME CU. PROGRAM SHELL O. CODE SHELL ISO. E 90' WA 14,470 0 0 PROGRAM CFM 50 CODE CFM 50 PROGRAM ACH 50 CODE ACH 50 PROGRAM of Shall CODE of shell 0 1,66ti 7 1,157 4.54 Meter • Mat Bdrm 0 Bdrm 2 0 -BdrM3j 0 Sdrm 5 0 Rm 1 0 Rm 3 1 0 Other 0 Bdrm 4 0 Rm 2 0 CO Defaotters Erwargy Star Oua05*d noss7 ESldem UWftv Perim 7 90 or > Of Hardwired Lights Must Be CFL Or LED Low Flow Fauoats, Tollefa etc? P mmafie Thormostat9 X Certified Green Program Level Requires Visual Inspection Aaeefunlnl System Item Location Manuhcturer Name Model 01 Nadel02 Model03 Model 04 SYSTEM 1 WATER HEATER GARAGE AO SMITH ENT 50 110 SYSTEM WATER HEATER SYSTEM WATER HEATER SYSTEM 4 WATER HEATER SYSTEM 1 FURNACE SYSTEM 1 HVAC OUTDOOR OUTSIDE CARRIER CH14NB024UNIT SYSTEM 1 HVAC INDOOR COIL SYSTEM 1 HVAC AMU (HEAT INTERIOR CARRIER FB4CNP070 PUMP) SYSTEM FURNACE SYSTEM HVAC OUTDOOR UNIT SYSTEM 2 HVAC INDOOR COIL SYSTEM 2 HVAC AMU (HEAT PUMP SYSTEM 3 FURNACE SYSTEM 3 HVAC OUTDOOR UNIT SYSTEM 3 MVAC INDOOR COIL SYSTEM 3 HVAC AHU (HEAT PUMP SYSTEM 4 FURNACE SYSTEM HVAC OUTDOOR UNIT SYSTEM 4 HVAC INDOOR COIL SYSTEM 4 HVAC AMU (HEAT PUMP) BUILDING SPECIFICATIONS BUILDING CHARACTERISTICS ASDESIGN-VALUES ASBUILT-VALUES COMMMENT 0 OF BEDROOMS REM NA NA CEILING FLAT REM NA NA SEALED 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 I TEST: BLOWER DOOR RESULT: PASS TESTER: Dm Revue DATE: 05242015 BUILDING SPECIFICATIONS BUILDING CHARACTERISTICS ASDESIGN-VALUES ASBUILT-VALUES COMMMENT PROGRAMMABLE THERMOSTATS (PRIF) YES WATER HEATER TYPE PRIF WATER HEATER FUEL TYPE PRIF WATER HEATER SIZE, EFFICIENCY 5 LOCATION PRIF) INFILTRATION HOUSE LKG ACH REM NA Hl . 4.54 CI :4.54 ACH 50 Pascals FRESH AIR VENTILATION TYPE PRIF AIR CYCLER VENTILATION FAN MANUFACTURER REM NA NA VENTILATION FAN MODEL A REM NA NA VENTILATION FLOW REQUIRED REM NA NA VENTILATION EOUIP. RATED CFM (REM) NA NA VENTILATION 0 OF FANS REM NA NA VENTILATION TIME - HRSIDAY 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 CFL'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: Dave Rm0s DATE: ON24201E TOTAL CONDITIONED FLOOR AREA 1 0 1.551 CFA SO FT) DUCT LEAKAGE TO OUTSIDE % TARGET O.00x 5.00% TOTAL DUCT LEAKAGE % TARGET O.00x 12.00% SYSTEM 1 SO FT. SERVED (CFA) 0 1,551 POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 0 124 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 51 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE Infinity% 0.29% CFM25) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 1 TOTAL DUCT LEAKAGE 0 155 SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM 1 TOTAL DUCT LEAKAGE (% OF NaN% 0.00% CFM25) TARGET (CFM25) ACTUAL CFA) ACTUAL SYSTEM 2 SO FT. SERVED (CFA) 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE (% OF CFM25) TARGET 0 0 ( CFM25) ACTUAL CFA) ACTUAL SYSTEM 3 SO FT. SERVED (CFA) 0 0 SYSTEM 5 DUCT LEAKAGE TO OUTSIDE 0 0 SYSTEM 5 DUCT LEAKAGE TO OUTSIDE SYSTEM 5 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE SYSTEM J TOTAL DUCT LEAKAGE SYSTEM 3 TOTAL DUCT LEAKAGE (% OF CFM25)TARGET 0 0 ( CFM25)ACTUAL CFA)ACTUAL SYSTEM 4 SO FT. SERVED (CFA) 0 0 SYSTEM 4 DUCT LEAKAGE TO OUTSIDE 0 0 SYSTEM 4 DUCT LEAKAGE TO OUTSIDEF SYSTEM 4 DUCT LEAKAGE TO OUTSIDEI I ICFM25) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL TEST: DUCT BUSTER RESULT: PASS TESTER: Dave Rmv*0s DATE: 05242015 SYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE (% OF CFM25) TARGET WIN (CFM25) ACTUAL CFA) ACTUAL IN RUILOM2 SPFOIFICATIONS BUILDINGCHARACTERISTICB ASDESIGN-VALUEB ASBUILT-VALUEB COMMMENT DUCT LEAKAGE TO OUTSIDE (REM) A •- -. i: 0.078 CFM25l CFAs ' TOTAL DUCT LEAKAGE REM NA ' " ', 0.12 CFM251 CFA ' FLOW RING (PRIF) FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street: 3885 Night Heron Dr Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: 3885 Night Heron Dr (Lot 202) Jurisdiction: Cond. Floor Area: 1551 Cond. Volume: 14470 Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: Sinale or Multi Point Test Data HOUSE PRESSURE FLOW: 1 50 Pa 1167 cfm 2 0 Pa 0 cfm 3 0 Pa 0 cfm 4 0 Pa 0 cfm 5 0 Pa 0 cfm 6 Pa cfm CFM(50): 1167 ELA: 64 EgLA: 152 ACH: 4.84 SLA: .04 ACH(50) ' : 4.84 For prescriptive projects, tested leakage must be <=7 ACH(50). For performance projects, tested leakage must be <= the ACH(50) shown on Form R405.2014 for this project. R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2. Testing 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), (9), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. Digitally signed by Dave Revelle Date: 2018.05,24 21:11:01 EDT Jn / yt =Revelle, O=TopBuild Ho Wr/ Homee Services, OU, E MAI LAD DR E SS=dave.revelle Signature: ® topbuild. com, C=US Printed Name: Dave Revelle Date: 05/ 24/2018 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 parry conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions. 10/ 25/2017 375761 EFL FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Wyndham Preserve Builder Name: Starlight Homes Street: 3885 Night Heron Dr Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: Jurisdiction: Duct Test Time: Post Construction Duct Leakaae Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 51 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Dud System Sum lines 1-4 51 Leakage Divide by 1551 Total Conditioned Floor Area) 0.0329 (Qn,Out) hereby certify that the above duct testing performance results demonstrate compliance with the Florida Energy Code requirements in accordance with Section R403.2.2. Rater Of Record: W" Printed Name: Dave Revelle RESNET * 4311088 Date: 05/24/2018 Digitally signed by Dave Revelle Date. 2018.05.24 21:10.58 EDT CN=Dave Revelle, O=TopBuild Home Services. OU, EMAILADDR ESS-deve.revelle O topbuild.com, C=US Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by 0- f-AE S742F an energy rater certified in accordance with ; ; Section 553.99, Florida Statutes. y i. t f, d Ca a1t0 > coo WE Building Official: Date: Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions. 3757SIEFL CITY OF SANFORD BUILDING & FIRE PREVENTIONzuPERMITAPPLICATION Application No: 19 -1 d1 Y Documented Construction Value: $ 4,344.00 Job Address: _ 3855 Night Heron Dr Historic District: Yes No X Parcel ID: 17-20-31-502-0000-2070 Residential X Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: _ Install new HVAC with duct work and venting. Plan Review Contact Person: Sarai Rodriguez Title: Residential Administrator Phone: 407-886-3729 Fax: 407-886-7580 Email: srodriguez@energyair.com Property Owner Information Name Starlight Homes Florida LLC Phone: 407-730-1311 Street: 1064 Greenwood Blvd Ste 124 City, State Zip: _Lake Marv. FL 32746 Resident of property? : NO Contractor Information Name Energy Air Inc (Robert Kulp) Phone: 407-886-3729 Street: 5401 Enegry Air Ct Fax: 407-886-7580 City, State Zip: Orlando FL 32810 State License No.: CAC1816317 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: _ Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed frith the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised. June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required 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 for tpg information is accurate and that all work will be done in compliance with all applicable laws regul1•cbnstruction and zoning. 44`si zap s Signature ofOaner/Agent Date Signature orContractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Datc Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Kulp Print Contractor/Agent's Name of Notary• -State IS/210/16 Notary Public State of Flortde Serai Rodriguez My commission GG 147034 a Expires tolo1r2021- Contractor/Agent is Personally Known to Me or Produced ID 7 Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: COMMENTS: WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30.2015 Permit Application Certificate of Product Retinas AHRI Certified Reference Number: 9162305 Date: 08-06-2018 Model Status: Active AHRI Type: HRCU-A-CB Series: 14 SEER HP Outdoor Unit Brand Name: CARRIER Outdoor Unit Model Number (Condenser or Single Package) : CH14NB030'0"A' Indoor Unit Model Number (Evaporator and/or Air Handier): FB4CNP030L The manufacturer of this CARRIER product is responsible for the rating of this system combination. Rated as follows in accordance with the latest edition of ANSI/AHRI 2101240 with Addenda 1 and 2, Performance Rating of Unitary Air -Conditioning & Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (A2) - Single or High Stage (95F), bluh : 28600 SEER: 14.00 EER (A2) - Single or High Stage (95F) : 11.50 Heating Capacity (H12) - Single or High Stage (47F) : 28600 HSPF (Region IV) : 8.20 t'Aclive' Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale: OR new models that are being marketed but are not yet being produced.'Produclion Stopped- Model Status are those that an AHRI Certification Program Participant Is no longer producing BUT Is suit selling or offering for safe. Ratings Thal aro accompanied by WAS indicate an involuntary re•rale. The new published ralina is shown alone with the previous (i.e. WAS) ralino DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate end makes no representations, warranties or guarantees as to. and assumes no responsibility for. the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the producl(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed In the directory at www.nhridirectory.org. TERMS AND CONDITIONS® This Certificate and Its contents are proprietary products of AHRI. This Certificate shall only be used for Indlvldual, personal andarconfidentialreferencepurposes. The contents of this Certificate may not, In whole or In part, be reproduced: copied: disseminated; `'•' entered Into a computer database: or otherwise utilized. In any form or manner or by any means, except for the user's individual. personal and confidential reference. AIR-CONDITIONING. HEATING. CERTIFICATE VERIFICATION & REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahrldiroctory.org, click on 'Verify Certificate' link -. ,,,,,Li lik. how" and enter the AHRI Certified Reference Number and the data on which the certificate was Issued. which Is listed above. and the Certificate No.. which Is listed at bottom right. — -- — ---- --•—•--- 2018AIr-Conditioning, Heating, and Refrigeration Institute rCERTIFICATE NO.: 131780369737425433 WORK ORDER Job #: 34668 Date: 1/25/2018 145962 Subdivision Phase I Bld I L/U Blk BILL TO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 1 1207 ADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: 3855 Night Heron Dr CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip Sanford FL 132T73 1769 SModel/Bldg: Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pum R-410a A/H-2 or FurnaceJobContact: S Woolwine A/H-1 or Furnace FB4CNP030L00 Job Phone: 4077301311 Heater or Coil CE2401 C05 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 FI Int Closet Filter Base AHU LocationPermitInformation: Efficiency 14.00 SEER / 8.2 HSPF Efficient MUST BE ACCURATE AND COMPLETE: A/H-3 or Furnace A/H-4 or Furnace Heater or Coil Heater or Coil Bldg. Permit# CU-3 CU-4 Township: Sanford T'Stat: T'Stat: Filter Base Filter Base AHU Location AHU Location Incl. on Builders Permit: no Eff iciency Efficient EAI Pulls Permit: yes Zoning Brand: Honeywell/Johnstone Vent. Damper Y8150A1017 Qty I 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 ZD5 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 04-Installation Labor 21.33 319.95 06-Piping Labor 6.38 108.38 Trim 2.137.00 14-Kitchen Vent Trim 02-Material/Tax 1,048.87 01-Equipment/Tax 1,339.77 Permit 70.00 80.0009-Permit/Other 1.171 14.77011-Delivery Labor 20-Pull Material Labor 2.341 29.55 Total Contract: 4,344.00 2.501 42.5012-Startup Labor FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 207 1769 TL Builder Name: Ashton Woods Street: 3855 Night Heron Dr Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Owner. Jurisdiction: Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 ) I. New construction or existing New (From Plans) 9. Wall Types (2114.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul• Exterior R=4.1 1785.00 ft' 3. Number of units, if multiple family 1 b. Frame - Wood, Adjacent c. N/A R=13.0 329.00 ft' 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 sqft.) 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-Faclor: 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. Healing systems kBlu/hr Efficiencyd. 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 8. Floor Types (1769.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1769.00 ft' b. Conservation features EF: 0.950 b. N/A R= ft' None c. N/A R= ft' 15. Credits Pstal Glass/Floor Area: 0.091 Total Proposed Modified Loads: 53.06 PASSTotalBaselineLoads: 56.06 I hereby certify that the plans and specifications covered by Review of the plans and ST,- this calculation are in compliance with the Florida Energy specifications covered by this Q- 114E Code. calculation indicates compliance OwiththeFloridaEnergyCode. u,,, ,t::r.•°. PREPARED BY: Before construction is completed uPi DATE: this building will be inspected for compliance with Section 553.908 ti I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. G'p0 WTE V OWNER/AGENT:_ BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 Qn for whole house. 1/17/2018 9:35 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00001249 Date 8/23/18 Property Address . . . . . . 3855 NIGHT HERON DR Parcel Number . . 17.20.31.502-0000-2070 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1073253 Permit pin number 1073253 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 409 MHO1 MECHANICAL ROUGH IN 1000 410 MH02 MECHANICAL FINAL / / FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00001249 Date 8/23/18 Application pin number . . . 084966 Property Address . . . . . . 3855 NIGHT HERON DR Parcel Number . . 17.20.31.502-0000-2070 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 247140 Application desc noc on file Owner Contractor STARLIGHT HOMES STARLIGHT HOMES FLORIDA LLC C/P SHAYNE 1064 GREENWOOD BLVD STE 124 LAKE MARY FL 32746 407) 708-0161 (407) 708-0161 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone NONE Other struct info . . . . . ELEC - #AMPS 150.00 PLUMBING FIXTURES 15.00 NUMBER OF STORIES 1.00 SQUARE FOOTAGE 2331.00 Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1073253 Permit pin number 1073253 Sub Contractor ENERGY AIR INC Permit Fee . . . . 70.00 Issue Date . . . . 8/23/18 Valuation . . 4344 Expiration Date . . 2/19/19 Qty Unit Charge Per Extension BASE FEE 70.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrichmsanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -MECHANIC 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 969.00 02-CURB CUT/DRIVE - S/F 40.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. CITY OF SANK BUILDING & FIRE PREVENT PERMIT APPLICAT Application No: 2,q9 Documented Construction Value: $ 54'2-5 Jo7Adres&.: _ r,J i 114 h# N.-, j-Ar Historic District: Yes No Parcel Residential ® Commercial Type of Work: New El Addition Alteration Repair Demo Change of Use Move Descrip tion of Work:93(cun.1 Y S ,- S I-1c;,; kt ,y c Ge1 Q,f Zo 3 Plan R Phone: Name Street: City, S1 Name Street: City, S Name: Contact Person: -P) c,.-,s i- jam„ f I.L.er- Title: Fax: Email: Property Owner Information Phone: Resident of property? Zip: Contractor Information Phone: 2-/3 o I 4 -, w, C"-% 2l( Fax: 90-+- 2 46 - 1 Zip: ,--tc n E 6, .3J-. L1 State License No.: C Fe-_C Arch itectlEn gineer Information Street: City, St, •p: Bonding Company: Address Phone: Fax: E-mail: Mortgage Lender: Address: 33 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YC PAYING rwiCE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RECORD ED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBT. FINANCII iG, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE COMMENCEMENT. Applicatior is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation I commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constructi in this juridiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pocfurnaces, oilers, heaters, tanks, and air conditioners, etc. FBC 105.3 $hall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June DO.2015 Permit Application iv7TICE In addition to the requirements of this permit, there may be additional restrictions applicable to this property that ma I be found in a public records of this county, and there may be additional permits required from other governmental entities such as ter manageml nt 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 f Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is req red 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 actue I construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issue , in accordance with' local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit wil 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 t ill Fe don in compliance with all applicable laws regulating construction and zoning. Print Signature Name of Monde Date Ta--f _._.. 3-t4,_ ( Signature of Contractor/Agent Date Print Contrnctor/A ent's Name o —7 Signature of Notary -State of Florida Date yv s Kiy PAT SUSI A "COMMISSION I F 12(ly;! EXPIRFS: August 25, 2018 Owner/A ent is Personally Known to Me or Contractor/Agent is PeL y!t? ed ryNbfi Undef"` Produced ID Type of ID Produced 1D Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Constru rtion Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Co struction: Electric - # of Amps Fire Sp 'nkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMtNTS: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 130, 2015 Permit Application 9507 State pad 52 1123 Miller Road Hudson, FL a669 Valrico, FL 33594 727-863-54 813.661-0707 Proposal lNo: 717-13532 tin 1i R.J. KiELTY PLUMBING • HEATING • COOLING 9701 Bachman Road Established 1973 Orlando, FL 32824 www.RJKielty.com 407-855.2636 1 State License 8 CF-0O21 Page: i OF I Proposal Date: 712612017 PreparedlFor: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford We Propo: Payment tt All material from specif agreement: covered by AUTHOR12 We hereby 1064 Greenwood Blvd. Suite 124 Model: Hawking - 1769 Lake Mary FL 32746 i hereby to furnish material and labor - complete in accordance with specifications below for the Sum of: $5,925.00 be made as follows: 40% Rough In 30% Top Out 30% Finish. NET 10 Days guaranteed to be as specified. All work to be completed In a workman like manner according to standard practices. Any alteration or deviation ations below Involving extra cosh will be Wed only upon written orders, and will become an extra charge over and above the estimate. All contingent upon strikes, accidents s beyond our control. Owner to arty fire toma d'o. and other necessary insurance. Our workers are corkers compensation Insur P t Q, D SIGNATURE: THIS PROPOSAL MAY BE WITHDRAWN IF NOT ACCEPTED IN 30 Di ubmil spe-rJ0c; fFans and estimates for. Master Bat 1 Sower Steriing Accord 60x36 Base 72270100 White With Walls And Moen Chateau TL182 Chrome Valve 1 T Ilet Gerber Maxwell 21-912 1.28 While Elongated 1 L v By Builder With Moen Chateau 64925 Chrome Faucet 2nd Bath 1 7 b Sterling Accord 60x30 71140120 White With Walls Arid Moen Chateau TL183 Chrome Valve 1 T filet Gerber Maxwell 21-912 1.28 White Elongated t v By Builder With Moen Chateau 64925 Chrome Faucet Kitchen t S Ink By Builder ucet Moen Integra 67315 Chrome 1 E isposal ISE Badger V With Cord 1 I emaker Line With Recessed Box 1 I Ishwasher Hook Up utinlres 1 V fasher Bolt Yes 2 ose Bibs Yes 1 1 ater Heater 50 Gallon Electric NOTE: Water Backfilling Included For Sewer & Water Only (Slab Backliliing By Others) Backflow Prevenlers Included NO Permit Fees Included In: CPVC 40' Sewer Allowance; Additional $12 per foot 40' Water Allowance; Additional $3 per foot Applies to itny direct contract between an owner contractor (RJK) - Notice of Lien Laws - Florida Statutes 713.001-713.37. Acceptance of Proposal - Thi above pric , specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made outlined a eve. 1 agree to pay reasonable attorneys fees court costs In the event of legal action. A monthly service charge of 1 1/2% will be added after days. An sewer taps deeper than 4 1 /2 feet or requires backhoe or dewatering will be an extra charge. 1 t (W 1(4-N DATE OF ACCEPTANCE t4 PAGE Branch: Edit By: Last Edf Date: 7/27/2017 TRI-COUNTY 'TESTING LABORATORIES, INC. 31 S. Main St. Winter Garden, FL 34787 PROJECT NO: 407-656-9656 ORDER NO: u REPORT NO: REPORT OF IN -PLACE DENSITY TESTS PROJECT , y Vi 1w _ j PROCTOR CONTRACTOR 5- O r I J A• l '''' e SPECIFkCATION: 71' C S REPORTED TO: OPTIMUM MOISTURE:/ -Z % LOCATION: Il I < <, ` a Ti'1 XiMIJiN DRY DIN iTY: / t Z MATERIAL: 1" ". ,/ Or uI d DATE TESTED: 't •- C : 1 `G - -`• LOCATION DEPTH . DRY DENSITY MAX DRY DENSITY PERCENT OF MOISTURE INCHES tlbs. cu. I!. lbs. cu. R. .cam i i MAX. DENSITY PERCENT 6711. lo'1 z 5CA) o ..(Z, I 14, `I l be -z 1? . Z 7` n t za) A aNC.N moo jwNJ. a* r1 U e— bill r 0)o CID01 t, Z cmoa LOT 191 Q O o 23.7' b LOT 192 LOT 207 AREA = 6,900 S.F. eb. h 2 23.7' LOT 193 Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE% City of Sanford, Seminole County, Florida. Front 25' Rear 20' Side 7.5' SPECIFIC PURPOSE SURVEY FORMBOARD) WYNDHAM PRESERVE LOT 207 PB 81, PG 93) a Ua I nl I I M1 LOT 208 II R_9'4,T1n.3'F 1 1.5_ nn' I I N TtQ'43'n3' F NORTH BOUNDARY LINE OF LOr 48-- ISTORY RESIDENCE ^ w FORMBOARD FFE-- 24.50 PRINCIPAL BUILDING SETBACK (Typ.) n_LleenasE tineinn,LEGEND:ADUSSO-Aecen/Drolnoge/Utilities/Sidewalk BFP-Backnow Preventer Sight Dietonce Easement S -Survey PRM-Permanenl Ref. Monument R -Reported PCP -Permanent Control Point D -Description FP&L-Florida Power & Light p _Plot FFE -Finish Floor Elevation D. .-Deed Book 13-Water Meter O.R.-Official Records Book D4-Water Valve P.B.-Plat Book V-Fire Hydrant R'®-Reclaimed Water MeterEe9.-Elevation NCD4-Reclolmed Water Valve Conc.-Concrete Cable Box BP Brick Paver a -Telephone Box SW -Sidewalk 1EI-Electric Box FFE-Finished Floor Elevation O-Utility Pole CI -Curb Inlet Guy Pole GTI-Grate Top Inlet 9-Light Pole P.U.E.-Public Utility Easement T--Guy Anchor RCP -Reinforced Cone. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride m-Storm Sewer Manhole NCS-No Comer Set (Falb in Water) m-Sonitary Sewer Manhole SF -Square Feet Electric Hondhole D.U.E.-Oroinoge/Utility Easement COO -Clean Out FMGD-MAG NAIL & DISK A'l'D4-Irrigation Control Valve P K. -Parker Kalon Nail I' -Sign SIR -Set 1/2* Iron Rod L87768 WD4-Gate Water Volvo SPKD -Set P.K. & Disk L87768 Cos Meter FIR -Found 1/2' Iron Rod L07768 11•, -Existing Grade FIP - Found 1/2" Iron Pipe L87768 Cl-Blow-off Volvo FPKO-Found P.K. Nail & Disk LB7768 • -Drainage Flow Direction FCM-Found 4'x4' Concrete Proposed Design Grade nt PRM LB7778MonumeN-Built/Exialinq Grode Note: Some items in above leaen0 may not be aenlicahlel 115. 00' S89'43'03 LOT 206 i 25.00 I W rni I h 3. 3 25.31 b I I 0 I a F I i7 I 7N I I I I I W to Q3_ N 0 0 X 0. W ~ s Q 13 x' nv Ib oz Iz t I € m7 U U U 8 BTJnM] NG LAYOUT NOTE: Contractor and owner are to verify all DIMENSION NOTE: setbacks, building dimensions, and layout shown hereon prior to any construction, and Proposed building dimensions immediately advise GeoPoint Surveying, Inc. of shown hereon are of the exterior. any deviation from information shown hereon. Failure to do so will be at user's sole risk. SURVEYOR' S NOTES: I. Current title Information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roods, walks, and other similar Items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for 'WYNDHAM PRESERVE% City of Sanford Seminole County, Florida. 5. This SpsclRc Purpose Survey is for the IocaUon and elavotlon of the forrnboards only (THIS IS NOT A BOUNDARY SURVEY) PREPARED FOR ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone 'X' DESCRIPTION: LOT 207, according to the plat of " WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida This certifies that a survey of the hereon described property was mode under my supervisipplhatldr the Standards of 555 Winderley Place, Suite 109 Maitland. FL 32751 Practice set forth by t `Fl qdQ 'd{ Professional QQ Phone: (321) 270-0440 Surveyors & Mappers in Ches t d- jl ministmUve code, pursuant toe' t01r7,'FillrI4 Statutes. Fax: ( 813) 248-2266 Licensed Business No. LB 7768 GeoPoint Surveying, Inc. Ja - PROFESSIONAL D. Levin6[" ..... .. ' °136915..... Drown: RCA Checked:JDL P.C.: Data Fle:tblsanEwt-Plot IDA PROFESSIONALS .. Dato: 08/31/18 Dwg:UtomEmt-Intmi, Order No.: — NOT VALIDWITHOUTTHESIGNATIJR6dNDTHEORIGINALUSEDSEALOF A FLORIDA UC NSED SURVEYOR AND MAPPER SEC. 17 - TWN. 20 S. - RNG. 31 E. I Field Bk: — r ENVIRONMENTS FOR 4- V>- SITE ID: 432376 LOT: 207 BLOCK HOUSE 3055 STREET: NIGHT HERON DR CITY: SANFORD STATE: FL DP: 32771 COUNTY: SEMINOLE ACCOUNTV. W9STAFL BUILDER: STARLIGHT HOMES SUBDIVISION: WYNDHAM PRESERVE COMMUNITY: WA PLAN: NDP 10/11112017 PROGRAM: CODE1100% TESTER: EFL IECC: 2009 CLIMATE ZONE PROPERTY OWNER: PROPERTY ADDRESS: 3055 NIGHT HERON DR, SANFORD. FL 32771 TEST: BLOWER DOOR RESULT: PASS TESTER: Dave Revelle DATE: 01252019 I Tester I Dave Ravelle I Dab 1 01/25/2019 1 Result I PASS I TEST NAME CORRECTION NEEDED BUILDER VERIFIED RATER VERIFIED WA 5.1 Attic Access Panel(fully skated and insulated X 5.2 Atbc droovm Stair (fulty gasketed and insulated) X 5. 4 Recessed Lighting Futures (ICAT labeled and sealed to d II) x 5 5 Whole -house Fan(insulated ga5keted to the opening X 7 3 Fresh au ventilation installed par program specs X Bbvser Door BD Ta et BD AOLUI Room Pnmmre Teat BUILDING ORIENTATION PROGRAM VOLUME CU. CODE VOLUME CU. PROGRAM SHELL SO. CODE SHELL SO. E( 90') N/A 16.451 0 0 PROGRAM CFM 50 CODE CFM 60 PROGRAM ACH 50 CODE ACH 50 PROGRAM at Shell CODE of Shell 0 1,D19 7 1, 595 552 Meter/ Mat Bdrm 0 Bdrm 2 0 Bdnn 3 0 Bdrm 5 0 Rm 1 0 RM31 0 1 Mar 0 Bdrrn 4 0 Rm 2 0 CO Detectors EmW Stair QualifiedAppliances? Effident Ughtinip Package? x 60 or> Of Hardwfted Lights Must Be CFL Or LED x Low Flow Faucet, Tolleb ate? x Programmable Thermostat? x Cenftd Green Program Laval Requlna Vista Inspection Mechanical System lam Location Manufacturer Name Model 01 Model $2 Model03 Mom 04 SYSTEM 1 WATER HEATER GARAGE AO SMITH ENT 50 110 SYSTEM 2- WATER HEATER SYSTEM 3 WATER HEATER SYSTEM 4 WATER HEATER SYSTEM 1 FURNACE SYSTEM 1 HVAC OUTDOOR OUTSIDE CARRIER CH14NBO30 UNITSYSTEM 1 HVAC INDOOR COIL SYSTEM 1 HVAC AHU (HEAT INTERIOR CARRIER FB4CNP030 PUMPSYSTEM 2 FURNACE SYSTEM HVAC OUTDOOR UNIT SYSTEM 2 HVAC INDOOR COIL SYSTEM 2 HVAC AHU (HEAT PUMP SYSTEM FURNACE SYSTEM 3 HVAC OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL SYSTEM 3 HVAC AHU (HEAT PUMP SYSTEM 4 FURNACE SYSTEM HVAC OUTDOOR UNIT SYSTEM 4 HVAC INDOOR COIL SYSTEM 4 HVAC AHU (HEAT PUMP) BUILDING SPECIFICATIONS BUILDING CHARACTERISTICS AS DESIGN -VALUES AS BUILT -VALUES COMMMENT OF BEDROOMS REM NA NA CEILING FLAT REM NA NA SEALED 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: Dave Reveille DATE: 01252019 BUILDING SPECIFICATIONS BUILDING CHARACTERISTICS ASDESIGN-VALUES ASBUILT-VALUES COMMMENT PROGRAMMABLE THERMOSTATS (PRIF) YES WATER HEATER TYPE PRIF CONVENTIONAL WATER HEATER FUEL TYPE PRIF ELECTRIC WATER HEATER SIZE. EFFICIENCY 3 LOCATION PRIF) INFILTRATION HOUSE LKG ACH REM NA Ht . 5.52 CI : 5.32 ACH 50 Pawls FRESH AIR VENTILATION TYPE PRIF AIR CYCLER VENTILATION FAN MANUFACTURER REM NA NA VENTILATION FAN MODEL F REM NA NA VENTILATION FLOW REQUIRED REM NA NA VENTILATION EQUIP. RATED CFM (REM) NA NA VENTILATION R OF FANS (REM) NA NA VENTILATION TIMER SETTING EACH FAN (REM) NA NA VENTILATION TIME - HRS/DAY 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 CFL'S PRIF INTERIOR % OF LED'S PRIF INTERIOR % OF PIN -BASED (PRIF) EXTERIOR FIXTURES % OF CFUS (PRIF) EXTERIOR FIXTURES % OF LED'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: Draw RevdM DATE: 01232019 TOTAL CONDITIONED FLOOR AREA 1 0 1 1.789 CFA 80 FT) DUCT LEAKAGE TO OUTSIDE % TARGET 0.00X 3.00% TOTAL DUCT LEAKAGE % TARGET O.00X 12.00% SYSTEM 1 80 FT. SERVED (CFA) 0 1,759 POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 0 142 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 20 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE Infinity% 1.13% CFM25) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM I TOTAL DUCT LEAKAGE 0 212 SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM I TOTAL DUCT LEAKAGE (% OF N@N% 0.00% CFM25) TARGET (CFM25) ACTUAL CFA)ACTUAL SYSTEM 2 SO FT. SERVED (CFA) 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE (% OF CFM25) TARGET 0 0 ( CFM25) ACTUAL CFA) ACTUAL SYSTEM 3 SO FT. SERVED (CFA) 0 0 SYSTEM 3 DUCT LEAKAGE TO OUTSIDE SYSTEM 3 DUCT LEAKAGE TO OUTSIDE SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET 0 0 ( CFM25) 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: Dove Revue DATE: 01125R01Y CFM25) TARGET IN (CFM25) 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 0 (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE(% OF CFM25) TARGET Erd (CFM25) ACTUAL . CFA) ACTUAL Mimi BUILDING SPFCIFIrAnONS INNErOU'lLrD'INbICWWTERISnCS AB DESIGN -VALUES ASBUILT-VALUEB COMMMENT DUCT LEAKAGE TO OUTSIDE (REM) NA , ,,±i 00,111 CF.M25I CF" 1. TOTAL DUCT LEAKAGE REM 11l1 .. taw. Sr NAr- :. .. . I. ANLY/' - 0:7hCF.M25 1 CFA+ • • FLOW RING (PRIF) FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street: 3855 Night Heron Or Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: 3855 Night Heron Or (Lot 207) Jurisdiction: Cond. Floor Area: 1769 Cond. Volume: 16451 Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: CFM(50)' 1595 C;—I. — AA. di DniM Tnet n.t. HOUSE PRESSURE FLOW: 1 50 Pa 1595 cfm 2 0 Pa 0 cfm 3 0 Pa 0 cfm 4 0 Pa 0 cfm 5 0 Pa 0 cfm 6 Pa cfm ELA: EgLA: ACH: SLA: ACH(50) 88 207 5.82 05 5.82 For prescriptive projects, tested leakage must be <=7 ACH(50). For performance projects, tested leakage must be <= the ACH(50) shown on Form R405-2014 for this project. R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2. Testing 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 closed, but not sealed, beyond the intended weatherstripping or other 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. Digitally signed by Dave Revelle Date: 2019.01.25 10:00:17 EST CN=Dave Revelle, O=TopBuild Home Services, OU, EMAILADDRESS=dave.revelle topbuild.com, C=US Signature: Printed Name: Dave Revelle Date: 01 /25/2019 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: DATE: Thank you for allowing TopBuild the opportunity to provide the aoove services for you Please feel free to contact me with any Questions 10/25/2017 432376 This certificate is presented to Dave Revelle for having successfully completed all requirements established by the Residential Energy Services Network (RESNET) and as a Certified Home Energy Rater is authorized to issue Home Energy Ratings in accordance with RESNET guidelines. h I RTIN # 4311088 Stephen P. Carr, Registration # QA Designee This lone was generated from EFL Project Manager, property of TopBuild Home Services 10 x'. fNo.'7 bOts9 9 CCRtorTATOVL a` 04/05/2019 Certification Expires FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Wyndham Preserve Builder Name: Starlight Homes Street: 3855 Night Heron Dr Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: Jurisdiction: Duct Test Time: Post Construction Duct I Pakaap Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 20 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Dud Sum lines 1-4 20SystemLeakage Divide by 1769 Total Conditioned Floor Ares) 0.0113 (Qn,Out) I hereby certify that the above duct testing performance results demonstrate compliance with the Florida Energy Code requirements in accordance with Section R403.2.2. Digitally signed by Dave Revelle Date: 2019 01.25 10,00 13 EST Rater Of Record: ri Home Se Re s, Oit. O=TopeuiltlHomeerviteOU. I: YcDDR2S bava-revetta Printed Name: "'rave ReV1@IfLboiltl.bcm, c=US RESNET is 4311088 Date: 01 /25/2019 Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. Building Official: Date: IOU S7-4 Lo a L A COD WT, Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions. 432376