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2646 Green Swallow Wy 18-1397; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100002 DATE: March 16, 2018 BUILDING APPLICATION #: 18-100002*72 BUILDING PERMIT NUMBER: 18-10000272 UNIT ADDRESS: GREEN SWALLOW WAY 2646 1'7-20.31-502-0000-2340 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: STARLIGHT HOMES ADDRESS: 1064 GREENWOOD BLVD SUITE 124 LAKE MARY FL 32746 LAND USE: SINGLE FAMILY RESIDENCE. TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2646 GREEN SWALLOW WAY / LOT 234 / 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 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing QO 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 SCHQOLS 1,000 dwl unit 54,00 CO -WIDE ORD Single Family Housing 51000.00 1,000 dwl unit. 5,000.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,`759,00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356, PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE CITY OF SANFORD Lo BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: — I ? 11 Documented Construction Value: S Job Address: LA^ i(aAr'\ Historic District: Yes D No Parcel ID: 17-20*-31-502-0000- i+c) Wyndham Preserve Lot 3J Residential R Commercial Type of Work: New 2 Addition 0 Alteration 11 Repair El DemoEl Change of Use F MoveEl Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407- 708-0161 Fax: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite 200 Resident of property? No City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 Fax: 407-647-0700 City, State Zip:, Lake Mary, FL 32746 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhern-& Kul 2 Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA - E-mail: sivesQmulhernkulp.com Bonding Company: NA Address: Mortgage Lender: NA 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 105- 3 Shall be inscribed with the date of application and the code in effect as of that date: 5'b Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit. submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work. will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature ofNotary-State of Florida Date Owner/Agent is — Personally Known to Me or Produced ID Type of ID 15 -J:;-\ % Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name Signature of Nota+State of Flor Olayne NAnqeP"' tO NOTARY PUBLIC STATE OF FLORIDA Omm# GG1 13111 spires (3121/2021 Contractor/Agent is Personally Known to Me or Produced ID _ Type of ID Permits Required: BuildingPd Electrical Mechanical Plumbing[9 Gas[ Roof Construction Type:_ q-52 — Occupancy Use: Flood Zone: EtF Total Sq Ft of Bldg: 2Q ( Z? Min. Occupancy Load: #of Stories.- ( New Construction: Electric - # of Amps I SQ Plumbing - # of Fixtures is Fire Sprinkler Permit: YesF] No a # of [leads --- Fire Alarm Permit: Yes [] No APPROVALS: ZONINGL UTILITIES: COMMENTS: ENGINEERING: ±L-ct-, -;k4 FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 21. ( */. in,-p, WASTE WATER: 16BUILDING: 5r YZ. '1,0P Revised: June 30, 2015 Permit Application CITY OF SANFORD AIAR 1 2018 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S I co Job Address: --Dt ,!Ase Historic District: Yes No Parcel ID: 17-20-31-502-0000-3L+o Wyndham Preserve Lot 'A 3J Residential 12 Commercial Type of Work: New 9 AdditionEl Alteration n Repair El DemoE1 Change of UseEl Move Description of Work: Construct New, SFR Plan Review Contact Person: Shayne Mange[ Title: Permit Coordinator Phone: 407- 708-0161 Fax: 407-647-0700 Email: Shayne.mangelestarlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite.200 Resident of property? : City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets — Phone: 407-647-3700 No 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 & Kufp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA E-mail: sives@mulhemkulp.com Bonding Company: NA Mortgage Lender: NA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE TUE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CONMENCEMENT. 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: 511 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 publicrecords 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. 3- 2- _N % Signature of Owner/Agent Date Signature of Contractor/Agent Date Robert Willets Print Owner/Agent's Name Print Contractor/Agent's Name B - IC-01-1 % Signature of Notary -State of Florida Date Signature i_%, II - Fo NOTARY PUBLIC Tv " 51 STATE OF FLORIDA C omm# GGI 13111 Aires 6/21/2021 Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID - Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingE] ElectricalF1 MechanicaIE] PlumbingE] GasE] 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 D NoF] # of Heads Fire Alarm Permit: YesEl No APPROVALS: ZONING: UTILITIES:., WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: I Revised: June 30,2015 Permit Application REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # Address: BUILDING PERMIT Min Max Inspection Description 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence ELECTRICAL Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final SV Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MEGHANIC'AL PERMIT r Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 0 A P- 1 8i ! 74, %N 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: 2646 Green Swallow Way Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-2340 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: 110-1 New structure El Existing Structure (pre-2007 FIRM adoption) F-1 Expansion/Addition E] Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) gII "I,,gFlood 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: F-1 The parcel is in the: El floodplain Elfloodway F-1 A portion of the parcel is in the: F-I floodplain 0 floodway FEW The parcel is not in the: Wfloodplain E]floodway F-1 The structure is in the: Elfloodplain F-1floodway El The structure is not in the: F-1 floodplain E] floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-1397 Reviewed by: Michael Cash, CFM Date: March 28, 2018 i 1 1, 1 Application for Paved Driveway, Sidewalk or VWalkway Including Right -of -Way Use & 0110R. Landscaping Right -of —Way IV —1877— " 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 jurisdiction' s right -of -Way. All requested information below as well as a current survey, site plan or plat clearly identifying the Know. wbet% below. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before youdig, 1. Project Location/Address: to e_P_n Q-0 , , , f:a 2. Proposed Activity: f_X] Driveway Walkway Other 3, Schedule of Work: Start Date Completion Date 0 Emergency Repairs 4. Brief Description of Work: Construction Of New SFR This s iapplication 'tted by: Property = S Signature: Print Name: Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL32746 Phone: ( 407) 708-0161 — Fax: 407-647-0700 Email: Shayne,mangel@starlighthomes-com Date: 10 Maintenance Responsibilitieslindemnification 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 installationAmprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the 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 Requestors 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 haver understand the above statement and by signing this application I agree to its terms. Signature: Date: This permit shall be posted on the site during construction. Please call 407.688.6080 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: 7 Date: - Zf - 11 WDate: November 2015 ROW Use Driveway,pcif ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: I Project Name:ii k , Project Address:_?,,t_- . cr t a t t c„, Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: L 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 wit I have the unilateral right to direct the utility to ten-ninate 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 G-FC1 outlets only, 9. Check with the local jurisdiction for fees associated with tugs. MC.6- iel ..+. Prin me wner/Tenant St a re :ner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Rev. 02/10/15) Robert Willets Print Irart le of Gen. Contractor Signature of Gen. Contractor CGC1522347 Gen. Contractor License # Print Name of El. Contractor iguature ofEl. C ontrac t®r El. Contractor License # o Progress Energy o Florida Power and Light on Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: - 1 1, - II C&' 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, sip for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: Street Adftp) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert fillets State License Number: CGC1522347 Signature of License Hol STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me thisday of _ 200 ' by D^bart WillelS who is topersonally known to me or o who has produce identification and who did (did not) take an oath. Sheyne Manget 'Signature NOTARY PUBLIC E OF FLORIDA ornrn# GGI 13111 Print or e name Expires612112021Notary Public - State of Commission No. My Commission Expires: Rev. 08,12) as THIS INSTRUMENT PREPARED BY: k)mj L&CAyName: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124 Lake MaQe, FL 3ZZ46 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: ENINOLE: COUNTYLJ:.[;t% U. 0URT-& QPIPTROLLER S,3 2jaiCIERAK'S 2018027821 Ij i4F. By " I Parcel ID Number: 17-20-31-502-0000- a%b4a The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) YVyndharp Pr-e§grye, PQ 81 Pas 93-10 , Lot -A --M- Address: m4--y—j vqkxl kk-)2=, 'Pt_.. GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: - Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee Simple Title Holder (if other than owner) Name: NA Address: CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: - NA Address: In addition to himself, Owner Designates NA of To receive a copy of the Lienor's Notice as Provided In Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is I year from date of recording unless a differentdateIsspecified) WARNING TO OWN-45R—., ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under n declare that I have read the foregoing and that the facts stated In It are true to th be t my ledge and belief. Uv— meexsignature Owner's Printed Name Florida Statute 713.130)(g): The owner must sign the notice of commencement and no one else may be permitted to sign In his or her stead.* State 3 co of County of The fo ge regoing Instrumentackqowlededbeforemthishdayof 11:L M1'C-Y0ej 2 by V4Y) CL . Who is personally known to me ZZ, Name or person making statement OR who has produced Identification type of Identification produced: Shayne Mangel V cl, Z NOTARY PUBLIC STATE OF FLORIDA Comm# GG1 13111 Nat Signature Expires 6/21/ 2021 THIS IN StaUiA Nome,PFlaEilda LLG Name:_._.-0—Grac—nwoodBly Suite 24^ __--- Address: A___ NOTICE OF coMMENCEMEN"r Caft11{i IIAI-OY? SE1111-401-C t €]IJi' TY i 1.EV,K OF Cl.i.:CIJ)T COURT & UINI'-i'Ri:if_I_EF: CLERK'S :.01181027821 w:r lti'om.' lNc' v'EES T,11:1.:0 ItI.CI7C;[ii;i", BY rdtnr'113 State of FloridaCountyofSeminole17-2Q_31 _g02-0000- Parcel ID Number: ,--.---- — --- Pornilt Number: and in accordance with The undersigned hereby gives notice that improvement will be made to certain real property, Chapter 713, Florida Statutes, the following information is provided in erty d is Notice t addreof ssii avaliable) nl DESCRIPTION OF PROPERTY* (Leegno Q1deRnSi G33on 102,_ the 1at 1," l'13 GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: a LLGName. starlight Homes FloridAddress: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 _------- Fee Simple Title Holder (if other than owner) CONTRACTOR: Stariiaht Homes Florida, LLC FL 32746 Address' 1064 GrE enwood BBtvd Suite 124, Lake Mary, „ e may tt®SerYed upon whom mace ar asrrmr Persons with State of Florida Designated by Owner as Provided by Section 713.13(1)(b), Florida Statutes. Name: NA_ In addition to himself, Owner Designates NA To receive a copy of the Lienoes Notice as Provided In Section 713A3(1)(b), Florida Statutes. The expiration date Is 1 year from date of recording unless aExpirationDateofNoticeofCommencement different date is specified) _ . t G O ARE ANY PAYMENTS MADE BY THECONSDEREDIMPROPERPAYMENTSS UNDER CHAPTER TER THE EXPIRATION PARTOi, SECT ON i7 Y. COMMENCEMENT FIRST FLORIDA STATUTES,COMMENCEMENT MUST BE RECORDED ANDCONSULT WIOTHTINYOURPAYINGTWICEFORIM1RYOREENDERBO AN AHORNEY NOTICE OF COINSPECTION. IF YOU INTEND TO OBTAIN FiNANGWG, GORRECORDINGYOURNOTICE OF COMMENCEMENT. BEFORE COMMENCING WORK Under n {ties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to th be t my ledge and belief. Oees Printed Name Wner"s Sign jr ermitted to sign in his or her stead." Flodde Statute 713.130)(g): " The owner must sign the notice of cornmeno ment and no one else may be p State of County of—^`"-"`lJ day of TtteMialtoof mpelr-Omavinggstatem;ent d before me this who is persona known to me by OR who has produced identification 0 type of Identification produced: _ — Shayne Mengel VNOTARY PUBLIC _ STATE OF FLORIDA _— Nate signirB M Comm# GG113111 sk 1 Expires 6/2112021 F O D[T)PT FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department ofBusiness and Professional Regulation - Residential Performance Method Project Name: Lot 234 - 1551 SL Builder Name: Starlight Homes Street: 2646 Green Swallow Way Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanfo County:: 59'11ryiVqloridaClimate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types(1675,3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4,1 1362,70 ft2 3. Number of units, if multiple family 1 c. NIA R= ft2 10, Ceiling Types (1567.0 sqft,) Insulation Area 5. Is this a worst case? No a, Under Attic (Vented) R=30.0 1567.00 ft" 6Conditioned floor area above grade (ft') 1567 b. N/A Rz ft2 Conditioned floor area below grade (ft') 0 c, N/ A R= ft2 7Windows(139. 0 sqft,) Description Area a. $up: Attic, Ret: Main, AH Main 6 313A Area Weighted Average Overhang Depth: 1 000 ft Area Weighted Average SHGC: 0.257 14. Hot water systems a. Electric cap, 50 gallons a. Slab -On - Grade Edge Insulation R=0.0 156700 ft' b. Conservation features Glass/Floor Area: 0.089 Total Proposed Modified Loads: 46.73 PASS Total Baseline Loads: 49.88 I hereby certify that the plans and specifications covered by Review of the plans and VIiE S7,1 this calculation are in compliance with the Florida Energy specifications covered by this 0 0 Code. calculation indicates compliance with the Florida Energy Code. 0 PREPARED BY: Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. qL"_ OWNER/AGENT,- BUILDINGOFFICIAL: DATE: DATE: d- 26 -14r Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified factory -sealed inaccordance with R4n3,3.2.1. 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 nogreater than 7.00ACH50<R402.4.1.2>. Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage *»outdoors, tested inaccordance with ANSVRESNET/iCC 38V.ianot greater than u.03VOnfor whole house, 1118/2018 10:05 AM EnergyGauge(D USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 IF FORM R405-2017' PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 234 - 1551 SL User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 3 Conditioned Area: 1567 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/Subdivisiow PlatBook: Street: County: City, State, Zip: Street Address 234 Wyndham 2646 Green Swallow W Seminole Sanford, FL, 32773 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 I Blockl 1567 145711 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 1567 14573,1 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 146 ft 0 1567 ft' 0 0 1 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul, (deg) 1 Hip Composition shingles 1752 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 1567 ft' N N CEILING v# Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1567 ft' 01 Wood 1/18/2018 10:05 AM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 r FORM R405-2017 WALLS z Drot Adjacent Space Cavity Width To Wall-1we R-Niahle Height Sheathing Framing Solar Below cade%- 1 W 2 S 3 E 4 N 5 S Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Garage Frame - Wood Main 4A 31 9 9 4.1 24 6 9 4,1 45 0 9 4,1 44 9 9 13 33 6 9 4 296.3 ft' 4 2283 ft' 4 420.0 ft' 4 417.7 ft' 4 3123 ft' 0 0 0 0 0 0 0.6 0 0.6 0 0.6 0 0.6 0 0,01 0 0 0 0 0 DOORS V # Ornt Door Type Space Storms U-Value Ft Width In Height Ft In Area 1 2 E Wood Main E Wood Main None None 39 3 39 2 10 6 10 6 10 20,5 ft' 19A ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Ornt ID Frame Panes NFRC U-Factor SHGC Imp Overhang Area Depth Separation Int Shade Screening 1 2 3 4 5 W 1 Vinyl Low-E Double Yes S 2 Vinyl Low-E Double Yes E 3 Vinyl Low-E Double Yes N 4 Vinyl Low-E Double Yes N 4 Vinyl Low-E Double Yes 0.34 0.26 N 0.34 0.26 N 0.34 0.26 N 0.34 0,26 N 0,58 0,25 N 8.0 ft' 1 ft0in 15,0 ft' 1 ft 0 in 15O ft' 1 ft 0 in 60. 0 ft' 1 It 0 in 41_ 0 It' I ft 0 in 1 ft0in 2 ft 0 in 1 ft 0 in 1 It 0 in 1 ft 0 in Drapes/ blinds Drapestblinds Drapes/ blinds Drapes/ blinds Drapes/ blinds Exterior 5 Exterior 5 Exterior 5 Exterior 5 None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 407 ft' 407 ft' 64 It 9.3 It 0 INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000414 1700,2 9134 175.54 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts I Electric Heat Pump/ Split HSPF:8.2 30 kBtu/hr I sys#1 COOLING SYSTEM y # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts I Central Unit/ Split SEER: 14 30 kBtu/hr 900 cfm 0,75 1 sys#1 1118/ 2018 10:05 AM EnergyGauget USA - FlaRes2017 Section R405.41 Compliant Software Page 3 of 4 r FORM R405-2017 HOT WATER SYSTEM V # System Type SubType Location EF cap Use SetPnt Conservation I Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft'T DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # V, # Location R-Value Area Location Area Leakage Type Handier TOT OUT QN RLF Heat Cool 1 Attic 6 313A ft Main 78,35 ft Prop, Leak Free Main cfm 47.0 cfm 0.03 0,50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan Feb Mar 1pr, Ma Jun JulJu 1yj Au Sep Oct NovXi D JanI MarFebMXXj JA may Jun Julugnnn Seprl Xi NovHOctJXDeccHVJanFebMarXAprMaJunJulyAugSepOctNovDec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 51 0 0 1 - Electric Heat Pump 1 - Central Unit 1/18/2018 10:05 AM EnergyGauge(D USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL` DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 94 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 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: NIA SHGC: d. U-Factor: NIA SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 8, Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 2646 Green Swallow Way, Sanford, FL, 32773 New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1362.70 ft2b. Frame - Wood, Adjacent R=13.0 312,67 W 1 c. N/A R= ft2 3 cl. NIA R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1567.00 ft2 1567 b. N/A R= ft2 c, N/A R= ft2 Area 98.00 ft2 11. Ducts R ft2 a, Sup: Attic, Ret: Main, AH: Main 6 313A 41.00 ft2 12. Cooling systems kStu/hr Efficiency ft2 a. Central Unit 30.0 SEER:14.00 ft2 1.000 ft. 0,257 Insulation Area R=0.0 1567.00 ft2 R= ft2 R= ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has 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: n Date: 319119 Address of New Home: I City/FL Zip: t kBtu/hr Efficiency 30.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pstat Note: This is not a Building Energy Rating, If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating, Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge,com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/18/2018 10:05 AM EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 -'AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 234 - 1551 SL Builder Name: Starlight Homes Street: 2646 Green Swallow Way Permit Office: Seminole County City, State, Zip: Sanford , FL. 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier, not be used as a sealing material. requirements 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 jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated, Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class 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 sgace 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 extend b2hind piail3a al3d wiring, Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior W811S adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids betweep fire sprinkler cover platea anQ Walls or ceilings, a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 1/18/2018 10:05 AM EnergyGauge@ USA - FlaRes2017 FBC 61h Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot 234 - 1551 SL Builder Name: Starlight Homes Street: 2646 Green Swallow Way Permit Office: Seminole County City, State, Zip: Sanford, FL, 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1567 sq.ft. Cond. Volume: 14573 cu ft. Envelope Leakage Test Results Regression Data: C: n: Single or Multi Point Test Data a 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)(D, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: a Ht~ sraT 10 rs GQD wL. 1/18/2018 10:05 AM EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017'Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 234 - 1551 SL Builder Name: Starlight Homes Street: 2646 Green Swallow Way Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (Qn,Out) FORMR405-2017 Duct Leakaqe Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage I System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 1567 House Duct Total Conditioned Floor Area) System Qn,0ut)* Leakaae 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 specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE. 1/18/2018 Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: 1/18/2018 10:05 AM EnergyGaugeID USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 Project Summary Job: Starlight -Wyndham Wrigiltsoft, Date: 10/10/2016 Entire House W- Energy Air, Inc Plan: 1589 S 540lEnergy Ar, Ct, Oriando, FL 32810 Phone: 407-886-3729 Email: GRenner(Menergyaircom Web: www.energyaircom For: Lot 234 - 1551 SL, Starlight Homes 2646 Green Swallow Way, Sanford, FL 32773 Notes: Weather: Orlando Executive AP, FL, US Winter Design Conditions Outside db 44 'F Inside db 70 'F Design TD 26 'F Heating Summary Structure 14474 Btuh Ducts 1606 Btuh Central vent (51 cfm) 1440 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 17519 Btuh Infiltration Method Construction quality Fireplaces Simplified Semi - tight 0 Heati Colin Area ( 1561 1569 Volumft e (ft) 14553 14553 Airchanges/ hour 0.26 0.14 Equiv. AVF (cfim) 63 34 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NB0240000A AHRI ref Summer Design Conditions Outside db 93 F Inside db 75 F Design TD 18 F Daily range L Relative humidity 50 Moisture difference 44 grAb Sensible Cooling Equipment Load Sizing Structure 11654 Btuh Ducts 2764 Btuh Central vent (51 cfm) 982 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/ swing multiplier 1,00 Equipmentsensibleload15400Btuh Latent Cooling Equipment Load Sizing Structure 1605 Btuh Ducts 272 Btuh Central vent (51 cfim) 1508 Btuh Outside air Equipment latent load 3385 Btuh Equipment Total Load (Sen+Lat) 18786 Btuh Req. total capacity at 0.75 SHR 1.7 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NB0240000A Coil FB4CNP030L AHRI ref Efficiency 8,2 HSPF Efficiency 11.7 EER, 14 SEER Heating input Sensible cooling 21450 Btuh Heating output 28600 Btuh @ 47-F Latent cooling 7150 Btuh Temperature rise 29 'F Total cooling 28600 Btuh Actual airflow 899 cfm Actual airflow 899 cfm Air flow factor 0.056 cfm/Btuh Air flow factor 0.062 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.82 Capacity balance point 33 'F Backup: Input = 6 kW, Output = 19028 Btuh, 100 AFUE Bold italic values have been manuallyoverridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018- Jan-18 10:02:54 wrilghtSOftRight-Suite&ijniversal2Ol7l7,0,28RSU17013 Page 1 It& —pecifidWyndham PreservetLot 234 - 1551 SL.rup Cale = MJ8 Front Door Nees: S Wrightsoft, Manual S Compliance Report Job: Starlight -Wyndham Date: 10/10/2016 Entire House BY. Energy Air, Inc Plan: 1589 S 5401 Energy Ar, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyair.com Web: vmm.energyairoom For: Lot 234 - 1551 SL, Starlight Homes 2646 Green Swallow Way Sanford, FL 32773 Design Conditions Outdoor design DB: 92.6°F Sensible gain: 15400 Btuh Outdoor design V\6: 75.9°F Latentgain: 3385 Btuh Indoor design DB: 75.0°F Total gain: 18786 Btuh Indoor RH: 50% Estimated airflow: 899 cIrn Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitASHP Manufacturer: Carrier Model: CH14NB0240000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity-. 16678 Btuh 108% of load Latent capacity: 4080 Btuh 121 % of load Total capacity: 20758 Btuh 110%ofload SHR: 80% Design Conditions Outdoor design DB 44.2°F Heat loss: 17519 Btuh Indoor design DB: 70.0°F Entering and DB: 77.0°F Entering coil WB: 63.8°F Entering coil DB: 68.2°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitASHP Manufacturer: Cartier Model: CH14NB0240000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 163% of load Capacity balance: 33 'F Supplemental heat required: 0 Btuh Economic balance: -99 'F Backup equipment type: Elecstrip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 5.6 kW 109% of load Temp. rise: 50 'F Meets all requirements ofACCA Manual S. 2018-Jan-18 10 02:54 wrightsoft, Fljght-Suite<D Universal 2017 17A28 RSU1 7013 Page 1 A - IC ...pecifidWyndharn Preserve\Lot 234 - 1551 SL,rup Cale = MJ8 Front Door faces: S Wrightsoft, Duct System Summary Entire House Energy Air, Inc 5401 Energy Ar, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyair.comWeb: wJAw.energyair.00m For: Lot 234 - 1551 SL, Starlight Homes 2646 Green Swallow Way, Sanford, FL 32773 External static pressure Pressure losses Available static pressure Supply/ return available pressure Lowest friction rate Actual airflow Total effective length (TEL) Heating 0. 50 in H2O 0. 22 in H2O 0. 28 in H2O 0. 140 /0.140 in H2O 0. 183 in/100ft 899 cfm 153 ft Job: Starlight - Wyndham Date: 10/10/2016 By, Plan: 1589 S Cooling 0, 50 in H2O 0. 22 in H2O 0. 28 in H2O 0. 140 /0140 in H2O 0. 183 i n/1 00ft 899 cfm Name Design Btuh) Htg cfm) Clg clm) Design FIR Diam in) H x W in) Duct Matl Actual Ln ( ft) Ftg. Eqv Ln ( ft) Trunk ba2 c 110 3 7 0,360 4.0 Ox 0 VlFx 7,8 70.0 bed2 c 1291 73 80 0.189 6.0 Ox 0 VlFx 23.5 125.0 st2 bed3 h 1832 102 65 0.193 6.0 Ox 0 VlFx 201 125.0 st2 d2- A h 474 26 16 0.187 4.0 Ox 0 VlFx 24.7 125.0 W d3- A h 924 52 28 0183 5.0 Ox 0 VlFx 27.8 125.0 st2 farn- din-kit c 3408 168 212 0.295 8.0 Ox 0 VlFx 14.9 80.0 faro - din -kit -A c 3408 168 212 0.268 8.0 Ox 0 VlFx 24.6 80.0 foyer h 1318 74 71 0.350 5.O Ox 0 VlFx 5.1 75.0 laun C 694 2 43 0.386 4.0 Ox 0 VlFx 2,6 70.0 rn bath h 818 46 33 0.198 4.0 Ox 0 VlFx 16.2 125.0 SO robed h 1520 85 72 0.196 6.0 Ox 0 VlFx 17.6 125.0 SO vac, h 1796 100 59 0.190 6.0 Ox 0 VlFx 22.6 125.0 sti Trunk Htg Clg Design Veloc Diam H x W Duct Name Type clim) cfm) FIR fpm) in) in) Material Trunk SO PeakAVF 231 164 0.190 523 9.0 0 x 0 VinlFlx st2 PeakAVF 254 189 0.183 575 9.0 0 x 0 VinlFlx Boldrualic values have been manuallyovenidden 2018- Jan-18 10:02:54 wrightsoft' Right-SuitebUniversal 20l7l7.0.28RSU17013 Page 1 ACCK -pecrfidWyndharn Preserve\Lot 234 - 1551 SL.rup Calc = MJ8 Front Door faces: S Name Grille Size (in) Htg cfM) CIg Cfm) TEL A Design FR Veloc fpm) Diarn in) H x W in) Stud/Joist Opening (in) Duct Mat! Trunk rbl Ox 0 899 899 0 0 0 0 Ox 0 VlFx g+ wrightSOft' Right-Suite(A)Uiiiversal2Ol7l7.0,28RSU17013 fCCk ...pecifidWyndharn Preserve\Lot 234 - 1551 SL.rup Calc = M,18 Front Door faces: S 2018-Jan-18 10:02:54 Page 2 N FMM Job#: Starlight -Wyndham Performed for: Lot 234 - 1551 SL 2646 Green Swallow Way Sanford, FL 32773 Level 1 Energy Air, Inc 5401 Energy Air, Ct Orlando, FL 32810 Phone: 407-886-3729 wAw.energyaircom GRenner@energyaircom Scale: 1/8" = 1'0" Page 1 Right-SuiteO Universal 2017 17.028 RSU 17013 2018-J an- 18 10:03:02 Preserve\Lot 234 - 1551 SL,rup 0.0 Ci WYNDHAM PRESERVE LOT 234 Z q) PLOT PLANO.E Q. 0. Ok to construct single family home 0 (0 0H with setbacks and impervious area 0 . CX 4) + W shown on plan. iwlp, Cq 0 PCP 0 00 mbz LOT 232 LOT 233 N89 W 10, 5 "r 78. 14 45 0' M : 3 NORTH BOUNDARY LlAtE-1 OF GOT 234 1 D, DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. WYNDHAM PRESERVE LOT 234 Building Setbacks Setbccks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 7.5' Side Street = 25' LOT AREA CALCULATIONS LOT = 8.852 SQ.FT. LIVING AREA= 1,567 SQ.FT. GARAGE = 407 SQ.FT. ENTRY = 40 SQ.FT. DRIVEWAY = 405 SQ.FT. PATIO = 100 SQ.FT. WALKWAY = 51 SQ.FT. A/ C PAD = 9 SQ.FT. IMPERVIOUS= 29.1 X SOD = 6,273 SQ.FT. OFF LOT AREA CALCULATIONS R/ W = 5,588 SQ.FT. APRON = 114 SQ.FT. SIDEWALK = 932 SQ.FT. SOD = 1.056 SQ.FT. TOTAL AREA AREA = 14,440 SU.—FT DRIVEWAY = 519 SQ.FT. SIDEWALK = 983 SQ.FT. SOD = 7.329 SQ.FT. BUIOLDING 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 user's sole risk. 4 LOT 234 AREA= 8,852 S.F. 8 10. 0 Q, C11 PATIO A/C PAD 8.0, 25.5' 44. 7 4 ! 0 t PROPOSED I I ft is Z < I STY RESIDENCE Q) UI _ 0 Q) 0 LOT 235 2646 GREEN SWALLOW WAY I Cr z W z X tR 4 > MODEL1 I .. : 8 oxa: 111551HALLEY - Q_ NaL60ELEVATION - S M Lo GARAGE- LEFF R it Z CL0FFE= 25.2 7. 3 q oPOjRCI PORCHo 8. 0, P_ r_z 20. 0 17.3 25.5' PROPOSED, WAILk ui 4A L0 acl 4. 2 . 4 6_ T 4 *43103 0W. PROPOSED 5' 4 CONC SIDEWALK cn GREEN SWALLOW WAY 50' RIGHT—OF—WAY PRIVATEROAD}_ C NTER 391,64' S89*43'03"W PCP I P_ cp LINE rr- r-roui r-qui -Licensedusiness gmoncLEGENT):ADUSSO-Access/Drainage/Utilitie3/Sidewalk LEIBFP - Bcckflow Preventer YSight Distance Easement SurveyPRMPermanentRef. Monument R Reported PCP -Permanent Control Point D - Description FP&L-Florida Power & Light P) - Plot FFE-Finish Floor Elevation D. , - Deed Book U -Water Meter O. R.-official Records Book M -Water Valve P. B. -Plot Book Z7-Fire nt Pg.- Page RC® -Reclaimed Water Meter Elev. - Elevation ROX-Reclaimed Water Valve Conc. - Concrete 0 -Cable Box BP - Brick Paver 03 -Telephone Box SW - Sidewalk E3 -Electric Box FFE- Finished Floor Elevation Utility Pole CI - Curb Inlet Guy Pole t-Ught GTt-Grate Top Inlet Pole P. U.E.-Puplio Utility Easement Guy Anchor RCP - Reinforced Conc. Pipe OU--Overheod Utilities PVC -Polyvinyl Chloride 0 -Storm Sewer Manhole NCS -No Comer Set (Falls in Water) G-Sanitary Sewer Manhole SF -Square Feet EHHo -Electric Handhole Q.U. E.-Drainage/Utility Easement COO -Clean Out FMGD -MAG NAIL & DISK CkX-irrigation Control Valve R.K. - Parker Kolon Nail Sign SIR -Set 1/2" Iron Rod L87768 WX-Gate Water Valve SPKD -Set P.K. & Disk L87768 M-Gas Meter FIR -Found 1/2" Iron Rod L87768 11-11-Existing Grade FIP-Found 1/2" Iron Pipe LB7768 ol-Blow-off Valve FPKD-Found P.K. Noll & Disk 1_87768-_-Drainage Flow Direction FCM -Found 4"x4" Concrete 10.0-Proposed Design Grade I Description I Dote I Dwn.1 Ckd I P.C. I Order No. I CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD BEARING C1 25. 00' 090*00'00" 39.27' 35.36' S 4,V43'03" W SURVEYOR'S NOTES: 1. Current title Information on the subject property had not been furnished to GeoPoint Surveying, Inc, at the time of this plot plan. 2. Roads, 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 grodes & 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) eL tde, rmittini. 0IO 1016's D. LeVi ' 11,,` ORIDA PROF MAPPER NO. L$691...5 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127Q-0765H, in Flood Zone "X" DESCRIPTION: LOT 234, 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 GeoPoin4t Surveying, Inc. Drawn:JE I Checked: J DLP.C.., Data File:13rimnEast-Plat Dote: 0 1 /27/18 JDwg: w=nEaA-Lwm Order No.: — SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: IN 0 POMMIE"JW ELECTRIC Starlight Homes 1551 WAD CALC(jl,,A'I'lONt December 12,2017 1. lJVAC LOADS NECj20t4-220.82((j(3)-(40 ZONE COMPRESSOR SI/F. CONNEC Ft, ' 1) LOAD 1 3.00 TON 5.40 KVA 2 ON 3 17ON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 7M KVA 0.67 7,67 KVA 2 KVA 3 KVA 4 KVA 5 KVA FO' FAL. CONNEC"I'll.1) LOAD FOR IIVACSYS'FF-'MS 13,07 KVA FO I'Al, LOAD FOR COMPRESOR /d; 100% 5.40 KVA FO' FAF, LOAD FOR AIR FIANDLEIR,(; 05% 4.99 KVA I' 01'AF, I IVAC DEMAND LOAD 10.39 KVA I. GENERAL LOADS INLC, 2014 - 220.82(B)(1) - (4)) LIGHTING 1567 Sq Ft (d 3VA/Sq. Ft 4.70 KVA QTY VALUE FOJ'Al, KVA 2 SMALL APPLIANCE CIRcui,rs 1,50 3,00 KVA I LAUNDRY CIRCUFF 1.50 1.50 KVA I DRYER CIRCUFF 5.00 5.00 KVA 0 S'FACK WASIJER/DRYER 5,00 I WATER HEATER (1) 4.50 4,50 KVA 0 WATER HEA'F[,-.R (2) 4.50 I DISIMASHER 1,20 1,20 KVA I DISPOSAL,(I) 0.80 0.80 KVA 0 DISPOSAL(2) 0.80 0 RANGE/OVEN (1) 7.20 I RANGE/OVEN (2) 1 12,00 12.00 KVA COOKTOP CIRCUVT' 7,20 SUMMER KFFCIIEN/,IF'lNAIRGAS 1,50 1 Ml(-'ROWAVI-CIRCUFF ey C 2.50 2.50 KVA 0 JACUZZI TUB CIRCUFF I 4.80 0 40 AMP CAR CHARGER 9.60 30AMP POOL CIRCUIT 7.20 60A. MI'POOL CIRCUFF 14A0 0 80AMP POOL CIRCUIT 19,20 CONNECTED LOAD (GENERAL LOADS) 35.20 KVA I s,r 10 KVA (GENERAL LOADS),,I i? 100% 10,00 KVA RFMAINDER ( GENERAL LOADS)040'Vo 10,08 KVA suwrarAl. (GENER. Ad, LOADS) fNE('2014 - 220.82(B)l 20.08 KVA I IVAC LOADS 10,39 KVA GENERAL LOADS 20.08 KVA TOT,Akl, DEMAND LOAD MC 2014 - 220.8_2f.-kji 30.47 KVA MINIMUM SERVICE SIZE 126.94 AMPS RECOMMENDED SERVICE, SIZE 1 ";0-- -N,,-V-l-ps-j Lumber design values are in accordance with ANSVTPI 1 section 6.3 These truss designs rely on lumber values established by others. M01x1wVk" RE: WP0234 - WP0234 MITek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Starlight Homes Project Name: WP0234 Model: 1551 Tampa, FL 33610-4115 Lot/Block: 234 Subdivision: Wyndham Preseve Address: City: Orlando State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 27 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G 15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. i Seal# 1 T13025958 T13025959 3 T13025960 3O: 5963 8 T13025965 tl 302-5966 10- LTi3025967 12 T13025969 13 T13025970 1- T-1-3 0 2 5-9 7-1 15 T13025972 16 O2!7 3 17 ------:T--1-3--O 2--5'9'--7- 4- Truss Name Date No. Seal# Truss Name Date Al 1/23/18 118 T 13025975 R2 1/23/18 A2 1/23/18 119 T130259761BJ1 1/23/18 A3 1/23/18 20 T13025977 13,13 1/23/18 A4 1/23/18 21 1/23/18 2 T13025979,CJ7 1/23/18 k6— 1 —1/23/-18 23 T-13-0- 25980 1 EJ6 1/23/18 A7 i 1/23/18 24 T1 3025981 E,J6A 11/23/18 A8 1/23/18 125 T1 3025982, EV 1/23/18 1/23/18 126 T1 3025983 1 MV 1 1/23/18 Al -I--- 1/23/18 127 T13025984 MV2 18 Al2 1/23/18 A13 A14 1/23/18 A15 1/23/18 A16 3/18 - 1/2---- Bi 1/23/18 1 3 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 ANSIfTPI 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 property incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. t % W I 1(t, , 11 9380 TATE OF 441 0"; rq 10 N A 110 1111#1111* Thomas & NNW PF, No-39310 MiTek USA, Inc, FL GO 6634 p904 Parke W Blvd, Tampa FL 33610 We: January 23,2018 Albani. Thomas I of I Job Truss I fuss Type City Ply W ["0234 VVI`10234 Hit, t 1 001 Iob - - ---- ---------- ---- Picini Gly, rl.rdn 33566 7 640, Aoq 162017 Wi,,k ind,sn,as Jnc TutiJan 23 07 57 l,9 2018 piip I 1D:AeAoA_T VyRAFF51tiiF42W4iSyr,,Zqj-aqyxI icayFhoIiu103Zd1b4bgxnF T4HcHXCxJdV(' zsYA!'N q 14 4 4 4490 4F, s 07CI I oo 7 131 1 f, 104 6 11) 4 8" 1 8 C, 104 C IC 4 7 61 0 SGaie = 1 79.7 00 12 3X8 -- 3X6 3X8 6 ' 8 axtI 20 19 1. 1, 11 17 15 14 3x8 4,6 2X4 3X8 3A 2X4 3,4 -- 4A, -- 1,i t 4 10-4 1 1 1, 1 1 s c 10 FXits (5-f 1 sias Y) 1ZTJ-4- 4Q 4 2 4-tl,(j I LOADING ( fast) SPACING- 20-0 CS1, DEFL, in (Ioc) Ildell T CIL L 20O Plate Grip DOL 1,25 1 C 093 Veh(LL) 0,32 17 >999 TGDL 70 Lumber DOL 1.25 RC " 0,98 VeE1(7L) 079 15-17 >671 BC" L cc) Per, Sties Incr YES WB 1 661 Hotz(f`L) 026 !2 Il/a 13C[' iL 10.0 Code FEIC2014IT!"12007 (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No,2 'Except' TOP CI iORD 6- 8: 2x4 SP No.1 BOT CHORD B(',) T CHORD 2x4 SP No,2 WFBS WEBS 2x4 SP No,3 REACTIONS, ( Ib/size) 2=1700/0-8-0. 12=1700/0-8 0 Max Hot z 2=- 1 29(LO 17) Max Uplf*=-447([_G 12), 12=-447(1_G 13) FORCES. ( lb) - Max Gornp /Max, Ten. - All fotce,-, 250 (lb) of less except when Shown, TOP CHORD 2-3:-3538/2142. 3-4----2916/1935, 4 5=-2788/1855,5-C-22G3/1499,6 7----1964/1453, 7- 8=-1964/1453,8-9=2203/1499,9 10=-2788/1855, 10-11=-2916/1835, 1 1-12=-3538/2 142 1301- CHORD 2-20= 1826/3173, 19 20-1826/3173, 18 19=1405/2625, 18-21=-1405/2625, 17- 21=-140512625,17-22=-1407/2625,16-22=-1407/26-25, '5-16--140712625, 14- 15-----1839/31733 12-14=-1639/3173 WEBS 3-20=0/292, 3-19=-609/475,5-119_ 151/479,5-17,-- 8571634, 9-17-_-857/634, 9- 15=-151/479, 11-15=4309/475,11 14=0/292, 7-17= 715/1164 Lid PLATES GRIP 240 MT20 244/190 180 141a Weight: 230 Ill ET = 20% Slfuclufal wood sheathing directly applied Rigi d coting direiflyappred or 2-2-0 oc bracing. I Row at micipt 5-17, 9-17, 7-17 NOTES- ( 8) I I Unbalanced toot live loads have been considered for this dils'lgn, 2) Wind: ASGE 7- 10, ViiQ=1 40mph (3-second gust) Vasd= I 06rilph: TCt)(,4,2pst, BGDL--3,0psf1 h-1 5ft, Cal, 11 ' Exp G: End_ GcPt--0, 1 tt, MWFRS ( envelope) and C-G Ex1cffIcit(2) otie,C-G for members and forties N,1WFRS 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 tot a 10.0 pst bottom chofd live load nonconGurrent with any other live loads, 5) * This IWSs has been designed tot a live load of 20.0psf or, life bottom chord in all areas where a rectangle 6 0 tall by 2-0-0 wide will fit between the bottom chard and any other members, with BCDL = I O,Opsf, 6) Provide mechanioal connection (by others) Of hLISS to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2,447, 12-- 447, 71 " Semi -rigid pill;nLreaks with fixed heels" Mernber end hxlly model was used In the analysis and design of this titais, 8) " This hisnlia nuta(,tu red product IS designed as an indIVOL rai building component. ponent. particular building is the responsibility of the bLifiding designer per ANSI TPI !as icterenoed by the building code." Thomas A A€bar,PE No.319360 tAlTi, X dRA, lllc F!_ v! HN 69, 4 Pa*e- Eini61y' Ta110,1 FL 3361", Datt January 23, 2018 A k WARNING, Vanity design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 01-7473re%,141,0312015 BEFORE USE, 1)"wii, Voll, I t"I 'jw Hi' v'ilh "-"'- 1-1 is t-I., 1, 1, in, 1 1, f't , n' if, fivi'l'i'A tv i III,,, ly'lem N+ 'i" ($V , III,, I 'kAI(AFI%? 0 wity It'i, I I 4i( • I 'fifty A, jo*jrl I , 1, if,, I t "'I "Oit), I'll "'ll" IN, I"'j, III InI, Ih- '-l- )if N1 iTe k tllill Ahg III ,• it I l fl' if" Il'I. fl I,, I' I Ii-kill io, t if', livl' lip If I, I/,,I "h' I I w m't <I' I A' A, 1, A 1,111 If Ili , 31Y , il', t f -(t I ' n I':JI I I I il,l I, I t'' i 'tit 'llitv' li"i 1 I"-"'O - '011, 1 .'wr'k I ,["noi I 'I' 'I --sty $om, ,I,, is" If ,I ,I, llfit vi th" i- irk'npA' ,, ill" - e it, ,, ,I,, i l"'I If,, I ''t lit-, Ilvl e<ANSUTPII Qvollty Criteria, DSS-89 and SCSI Building Component 6904 Perk© Fast Nd Safety Information i-jit masshok hAttik, ?It, ri, i-, "'Ite"t 31nk=11X /+'X-If'I6 33610 Job Truss _.. toiss.-type ',,O!y ,Ply WPO234. T139259&9 W 1`023.4 A2 Hip '., 1 t 009 7ok. Reference »u ;nai F¢ t cisis.e. Tain{?a_ Ft in. C rty. Fl rdo 3 66 7.640 s Auc1 162017 MITek Industries. Inc. Tejrro 4i 2018 r ge 7 ID:AetsoATVyRfaFFSIinF 12W4ISyI?Z41-08gTpikURNJOBkgJin4rPLl9 39a_52cIapDGxZZs tWk 0 C 3- -53'?: Q,_.__.,.__ `k%--Q 4_r 0 7-5-3 6-9 t• G9-6 '1-4-0 E-i-6 6-9-Ci 7Ls-3 1-0-0 Sxt? r 3X65001 3r.£ 6 7 Scale = 1:797 3xE 2x4 4 - 4x6 x _ 4xia ' 3,4 _ 20 3-8-ti S3 2q.2-St 2tof? 22s{3: 50-a.6 v? 4 44 Y. i? 7 -.3 G".y FNR FdJ 5 Sp -4,g i 3{ 53 0_1 LOADING pstf) SPACING- 2-0-0 CSI. DEFL. in, (loc) Udell ud PLATES GRIP TGL1_ 20 0 Plate Gtip DOL 1.25 i C U 91 Ver3(LL} 0.33 17 >999 240 M120 244/190 TGDL 7-0 Lumbet DOL i 25 BC 0,97 Verljt.) 0,82 17-19 >642 160 E3cLL o_O Rep Stress Inc; YES WB o-64 1 Iorz(it_) 0.26 12 Iva rr'a 13GDL 10_0 t:ode F3C2014TTP12007 (Malu'o Weighf: 230Ib FT = 20'% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Except* TOP (,, OR i Strucfruaal wood sheathing direclly applied_ 6-8: 2x4 SP No BO r :HiikR' f i R[gfd celllflg directly applied or 2-2-0 Cc bracrig. BOT CHORD 2x4 SP No_2 WEBS 1 Row at midpt 5 17, 9-17, 7-17 WEBS 2x4 SP No.3 REACTIONS. (ibfsize) 2=170010-6-0, 12=1700t0-8-0 Max Horz 2=-126(LC: 13) Max Uplif12=-446(1_C• 12). 12=-446(L-C 13) FARCES. (lb) - Max. Comp./Max, Ton, - All forces 250 (ib) or less ext.ept when shown. TOP CHORD 2-3--354112142, 3-4=,292611856, 4-5--278511858, 5-6=-2209f1498, 6-7=-197311452, 7-8=-197311452, 8-9=-220911498, 9-10=-2185l1858, 10-11--2926t18561 1 1-12=-354 V214 2 BOT CHORD 2-20=-1826/3175, 19-27=- 1826f3175, 18-19---1410r`2634, 18-21=-1410/26341 17-21_ 141Qt2634, 17-22=-141212634, 16 22--141212634, 15-16=- 1412(2634, 14-15=-1839t3175. 12-14=-1839(3175 WEBS 3-2 0-- 0/287, 3-19=-60oi470, 5-19=- 1491479, 5-17=-854t(i29, 9-17=-654i629, 9-15=-149/479, 11 15=-6001470,11-14=0t267,'7-17=-694t1143 NOTES- ( 8) 1) Unbalanced roof live toads have been considered for this design 2) WindASCE 7- 10; Vogt=140nrph (3 Second gust) Vasd=lo8mph: TCDL=4.2pst: BGDL-3,0pst; h_15fl; Cat. ll; Exp C, Encl_, GCpi--0,181 MW FRS (envelope) and C C Exterior(2) zone;(;-G for members and forces & MW FRS for reactions shown; [Jimbei DOL=1.60 plate grip DOI--1,60 3) Provide adequate drainage to prevent water pod(fing. 4) This truss has been designed for a 10,0 psf bottom chotct live load r1=.r,c014astoent With any otiaar live loads. 5) ' This tress 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 2-4-o wide will fit between the bottortl chard and any other members, with BGDL = 1 O.Opst. 6) Provide mechanical connection (by others) of truss to bearing plate capable of WittIstanding 100 Ib uplift at ioint(s) except Ot=lb) 2=446, 12=446. 7) "Semi-rictid pitchbreaks with fixed heats" Member end fixity model was used in the analysis and design; of this truss. 8) "This maoUlactured prvdUct is designed as an individual building component. The suitability and rise of this component for any paltic uiar building is the responsibility of the building designer per ANSI TPI 1 as referenced by the bialding code_" Thomas Alt.. Altaam PE No 3E3fl IktilTe,l< USA, it`,4. t%. Car', 04 Milk,, January 23,2018 WARNING Verify design pararnafers and READ NOTES ON TNfS AND INCLUDED MITEK REFERANCE PAGE Mff-7473 rev. 1010312015 BEFORE USE th tt It V, s6 11 i a e5 11y %"I MI ok -tit • r,rs It,N t 1 7n I, I*::I 1 t Y uf: III at If I"•! t ur .,.rl. Irt f t t'•I cN, it I, it r 311, rl 1,,Ai III i,l': tI, I r,t, I husc V,tom Ihes k li fu in ^ 4e4,)tn>t must Illy thn It f ^II^ it Qlfh I i u ,n 1 *;.n lr I1+^i; in I I I^,f x'ly IIIq aIlto It I f<•u. tr In!, it c:,••.+.I d1 , t. ill fln,I k sigll_ t?r•r^e,cr it, it" Ac, I I, I- t'l o,r 11 t rIcki€tI,I -I if"li"r•frt 11 liter ,,"t FI, iP't , h,r I,Iiaamk vs •Iily- ft Y fli,'crIt I, nil t i itV-itI I I c; IIrltv'i 111v1 ,nr}MiTek ri aht :nn I ti +i -i_ { t ti xt dEil~< n 1 I a .F nil It II ae: s ltr I «:7t>I I t I :17 n I,ts, tt xt p, ^t r'ItY 1rxn a;A, k:,t a s,n 11 rltiid• xI s• ic 7<xI*HhJ Et7r= f rk4l nfl €I, V=vt<te d, iv,t ,y. eIs• 4i v, rnd t t a it 1,f, =t Itu", a, It s,I titla,%vlkI ns c, •,^ANSIlTPII Quality Criteria, DSB•BF and SCSI Buiidirw,3• Component 61,04 Parke. East BIW Safety Information ,I,'•III, at41,,ff-m ttSnl ill. Ito 4n0tlulo,,1ii [0 (,=e ,Ilr,c•t, late,s I! Nc•xsu i, 101 VA2l::1 A, Ttzmp. E-I_ 33610 Job _ Truss _. I Riss.Type, Qtv Ply WP WP0234 ',A3 Hip '.1 ',. 1 010 w T 11025960 Pirstsowce. Tampa- Plant City. Piowla 33566 7.640 s Aug 16 2017 Mil'ek industries- inc. Te Jan 23 07 ,7 52 2018 Page 1 i D:Ae AoAT Vy R-AF F52m F42 W 4I SypZgj-hKE r92k6BPiRtniuFVd oMe5KiA6UvCOgVVSCTypTOzcY W I 74, ------ 44-tt 0_....__'fa-U`,tt 1-0-0 7-3-7 6-7-10 6-7-10 3-6-8 6-7-10 6-7-10 7-3-7 1-0-0 Scale = 1:89.1 6 S- 00 12 -.x 5x6 .:. 3xt2 - 20 10 i8 17 16 . 1 " 14 13 3xt3 — 4xE = 4x6 "= 2xA 314 .--. 3r.4-' ftxL - 3x4-' 2x4 7-3-7 s4-tt 20 6-12 24-1-4 30.8-15 ;3.' 4 P 44 8-0 7,4-7 6=?-1(7 6-7-111) 3.0"-8 67-10 0-7110 73.7 Plate (-',itsef5 LOADING (psi) SPACING- 2-0-0 CSI, TCLL 20; 0 Plate, Cnrip D OL 1.25 1 C; 0,89 TGDL To i_Llmber COOL 1,25 BC 0,96 BULL 0.0 Rep Stress incr YES WB 0,60 BCDL 10.0 Code FBC.2014/TP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No 2 BiOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (iblsize) 2=1700/0-8-0, 11=1700/O-H-0 Max Horz 2=-125(LC 17) Max liphft2=-443(LC.12), 11=.443(LC.13) DEFL- in (toc) Vdetl Ltd Vert(Lt_) 0,3017-19 >999 240 Vet1{TL) 0.71 17-114 >743 180 Harz(-[L) 0,26 11 n/a Iva BRACING - TOP CHORD BOT CHORD WEBS FORCES. (Ib) - Max- Comp./Max. Ten. - All forces 250 (lb) or Less except when shown. TOPCHORD IORD2-3=-3544/2139, 3 4=-295111867, 4-5= 2813/1868, 5-6=2316/1564, 6-7=-207811514, 7-8=-2318/1564, 8-9=-2813/1868, 9-1O= 2951/1867, 10-11= 3544/2139 BOT CHORD 2-20=- 182413178. 19-20=-1824/3178, 18-19=-1426/2662, 18-21=-1426/2662, 17=21= -142 :1`126,621 16- 1 7--97 7f2'a77, ' F-22-- i 1213/c i6` , ? 5-22= 1428.`266 i , 14-15=-1428/2661, 13-14=-183713178, 11-13=-1837/3178 WEBS 320=0/2-84, 3-19=- 585/450, 5-19=-144/455, 5-17=-789/604, 6-17=-365/609, 7-16=-3651608, 8,16=-787/602, 8-14=-143/453, 10-14— 58€1450, 10 13-01285 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design PLATES GRIP Mi 20 244f190 Weight: 251 €b FT = 20 Structural wood sheathir) g directly applied_ Rigid ceiling directly applied ar 2-2-0 oc bracing - I Row at illtcfpt 5-17, 6-16, 8-16 2) Wind: ASCE 7-10: Vuit='140tmph (3- second gust) Vasd.—108mph; TGEA-4.2psf, BCDL-3.Opsf1 h=15tt, Cat. ll; Exp C; Enci., GCpi=0-16, MW FRS (envelope) and C-C Exterior(2) zone,C-C for members and forces & MW FRS for ioachons shown, E-un?ber DCOI_=1_60 plate grip DOL=1-60 3) Provide adequate drainage to prevent water pondmg. 4) This truss has been designed for a 10.0 psi bottorn chord live toad nonconeurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom (,hold in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilt fit between the botton) chord and any other members, wilt) BCD)_ = 10,0psf. 6) Provide mechanical connection (by others) Of miss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except t=ibj 2=443, 11=443. 7) "Semi -rigid pitnhbreaks with fixed heels" Member end fixity modes was used in the analysis and design of this truss. 8) "This manufactured product is designed as an Individual building component, The suitability and use of this component for any parl(allar Building is the responsibility of the building designer per ANSI TPI 1 as tefererlced by the rauifding code-" Thonna,R A Albam PE No.39380 iiTak ii 4A. ;nu Pi. Cotf nd 90( iF East Blvd. Ttk r p. (FE a 1G Dat9: January 23,2018 WARNING - Verify design parameters and REAR NOTES ON THIS AND INCLUDED MITEK REFERANGE PAGE M11-7473 rev. 101031ZOIS BEFORE USE, t"ign+.11 iI I uw"Ily Orfr hail & •,nne 1-rs itrk..r ,hfl isias f 'T'iviq nt )+s +i, tit wn, Al, Il,,I I A, Ov li8hi. ...)I1 li Li rrl, ens Iv1 ., I IiIP, sval<an 45, f.a (N'< llm' t t;l.lux} hssr,trx+ m I't:e afy lhe^ 41 qk itxily"i i v}t, 1, 113n +•t<Is •:: VI,'if ,I-1vIn 'it .,+11+ Il la f+wranink tl,, , +III I tnl t4rxl,lr°sled r-III, t*-4,- ti+Tx1,aildsl'1,,fvr'^rJfkx-ktlrr,a^ru=:livfF1+bllhrrk,w'-t-+n:Voi,h-1,Inwmluvl->niy-Ai t1l,rhllrevnt1ry<1t, tr—Im' A"it J hr r1+10 1 is rrx,cly5 o- 1 dI , k €c r tiLahfl( fy=n t ( t t ant ii 4 atth 1, s-R:,i t 14 rs•I lti)InK xlia fd,tu lt'< igr+.•oy' f >r <lenel tl ttui<4 rt1, e te,7:xr is s7 the ' "' r shn< a8, n si^r.1g+a 2eiir ely a:,++a, tt ,l, m<a I x uxl "I Inca r+u l ANSi/TPtt 6tuatity Criteria, DSB-89 and SCSI Building Component 004 Parka Ens) BNd. Satety information< nwkl-A 4e W,m flues 68at< anti t+ale. 2NIN tee;Mwot uAM"3}I JVer,<III, fi-I 14 r=L 38610 W P0234 Trust Truss type Oty Ply WF A4 Nip 1 t 01 i Jot 1 1302596 1 Fir 1Sc urce_ Tampa_ Fla, t CYty. F16nda 33566 7.640 s Aug 16 sC117 Wei, Ind,.;O,ies fac. Trio la. t3 07 37s53 2018 rage 1 ID:AeAoATVyRAFF5in1F42W4iSypZ:11-AWoDDOiky?ZkN2 tttVtt6YFt-ELiFRZ cgbQ71N?SzsYWi t3E-10 _ 20-0„0 _ ._..__ 24-&-Q _ ._31,_t-b ....-------37613 _...._ 4-- 8-0 - 45.8-0 1-0 0 7-1-3 6-5-6 6-5-6 4-8-4 6-5-6 656 7 1-3 Scale = 1 80 1 5, 00112 5x6 -- 3x8 to v - 14 10 1" i< w ,I 3x8 _- 3x4 = 5x6 We v _8 -, 3N4 _ 5x6 WB = 3x4 ._ 4 24-8-0 34-4 81- f4:0 3 f.0-3-01 (5 0-3-0,0 2-41, W0 5-12,0-2 81. f 7:0-3-0,0-3-01, 19 4 2.0-1,81 LOADING(psf) SPACING- 2-0-0 CST. TGLL 20.0 Plate Help DOL 1,25 TC; 0 85 TGOf_ 70 Lumber DOL 1,25 BG 097 BGLL 00 Rep Stress incr YES WB 0-47 BGDL 10D Code FBC,2014/TP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No BOAT CIIiORD 2x4 SP No, Except` 12-15: 20 SP No.2 44-8 0 DEFL. n (ioc) Voefl 11d PLATES GRIP Vet(U-) 041 11-13 999 240 M720 2441190 Vetl(-TL) 0.9611-13 549 180 Horz(TL) 0,23 9 nta n/a BRACING - TOP CHORD BOT CHORD WEBS 2x4 SP No.3 WEBS OTHERS 2x4 SP No_3 REACTIONS. (lb/size) 2=170010-8-Cs, 9=1700/0 8-0 Max Harz 2=- 122(t_C 17) Max EJpllft2=-439(i-C 12), 9 439(LC 13) FORCES. (lb) - Max. Comp./Max- Teri. - All forces 250 (lb) or Tess except when shown. TOP C.H0RD 2-3=-348712146, 3 4=-322412005, 4-5=-237311582, 5-6=-213211528, 6-7= 237211561, BOT GHORD 2-16=-1836f3145, 16 17=-1451( 2669, 15-17=-145Tr`2669, 14-15=-145112669, 14-18=-100612131, 13-18= 1006/2131, 12- 13-145412669, 12-19=-145412669, 11-19=-1454/2669, 9-11_ 184713145 WEBS 3-16= 32it377, 4-16--223(562, 4-14=-726/599, 5-14 349.1639, 6-13=-3501658, 7-13=-7291600, 7- 11=-2231563, 8-11= 3211376 NOTES- (8), 1) Unbalanced root live Toads have Lxeen considered for this design Weight- 2381b FT _ 20% Sttw1waal wood shealhin} direffly applied igid Felling directly appi' Od or 2-2-0 oc brac;og, Ex{.Opt: 5-10-6 oc bracing: 13-14, 1 Raw at micipt 4- 14, 6-14, 7-13 2) Wind: AS:fE 7-10, Vult=140naph (3- second gust) Vasd=108napo; TGEA-4-2pst; B Dt_=3-0psf; h-Ifat, C:at- 11 Fxp C, Grid., G( p;=O-18, MW FRS (envelope) and G-C. Exterioi(2) zone;C-C for nlernbeis and forces & MW FRS for reactions shown, Lumber DOL=1.60 plate grip DOL--1.60 3) Provide adequate drainage to prevent water bonding. 4) This truss has been designed fora 10.0 psf bottom Chord live load nonconcunent with any other live loads. 5) ' This truss teas been designed fear 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 tit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 tb uplift at jOin2(4) except (jt=lb) 2,439, 9= 439, 7) "Serni-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of ihis truss. 8) "This manufactured pradurt is daslgned as an individual building component- The Suitability and use of this component for any pailicuiar building is the responsibility of the balding designer per ANSI TPI 1 as referenced by the building code." u zS A Alban PE co ,,!U 034 P arP Emit Blvd 'a na il,. 3361; late January 23,2018 WARNING Verity design paarmanoters and READ NOTES ON THIS AND tNCL UDED MITEK REFERANCE PAGE Mtf-7473 rev, f 010312015 BEFORE USE fa slim , it it t us•> Ny 11111,!00 k inn, I t; thta .:f a qn l r- t 'ntui,t:* t,na fr p, t M1 u, A 1,tse:aite t4 i8 <1, ^t tt n 0l -1 buss tysC tr, IS t ,t r, fha^ f. a#1 lo, 1 f st ttx t nutst I i I rtky in tt'y rte. 1ht i u;;r, n i Ii ".0 ,ii MR, half#n art tat,tt-E4q,a,;tn,i1cil,.>.al prr.u^t4t+t_k9tv14ui ltv8auJtt.`n,-1,n"l/-,<h^tfa,etrtw.tz('nly-AI ltiai tit le ml-I'll" cnr f I-imm,Allt rlr;i1 n ahw<,y t }tat } (< t 11F tlltK n , i I „a1f li It sue- itl i •is ued stNuty ux# I-1 i-jll no Ill" i tt ate -1ta 'n l-i rIe 4 *-1 v, i -I 6ti,&, ,n,.i hutin rystovna, v ,ANSt(TPU Q"ity Criteria, DSB-89 and BCS1 Building Component '.. 6s44 Ilwkt, Last Blvd. Safety Information Taa pa. R 33610 Job Trus& TILISs Type Oty Ply WP0224 T130259162 1 012 Job Reference (optional) --- -------- F""flou'u, lanpa Plant Fklnda 3?566 7 640 , Aug 16 2017 O1,Tek ln(ltmlml Inc hue J,- 23 07a7 153 2018 1` I D:AeAoA 1`VyRAF FqrnF42W4I 6ypZql-AWoF)[.)4lky'7kN2qttVIteyF 1-1-097-0)h,07rt 7 2 2 7 38 0 6 44-80 4,'-8-0I - - - ------- -------- --- -- 7- j_ 1-0-0 6-7-10 5 70 64 11 7-5-8 6-4 -1 57-0 6-7-10 10-0 seal,, = 1 80,1 5 0o -2 3X8 = lb I `I c kj 1 , 16 15 i 4 v1-1 [11 "I 3X8 4 k 4X6 ix4X,i 3 -8 - 3,Vt -- 2&0 12 36-6-6 44 8-0 8 1 10 7-5-8 9-11-10 8-7 10 I -, 11- e 0 f I s a t5 : j_Y) - 10-2,11, 2fL _ 2 8 L Iil -10 -_4 2 f51 LOADING (psf) SPACING- 2-0-0 CSL DEFL. to 10c) I/delt Ud PLATES GRIP T C.Li 20,0 Plato Clip LJOL 1 25 Z (; 0 86 VeO(L,L) 034 16-18 >949 240 M120 2-14/190 T(;Ot, 7 0 Lumber DOL 1 25 fic 0 B0 Veiljl-) -0 91 16-19 ,579 1801 BGLL 0 0 Rep Stress Incr YES WB 0 34 Horz(FL) 0.22 11 n/a n/a BCDL 10.0 Gode f-BC20141TPI2007 Matnx) Weq1til: 230 It) FT - 20pJ> LUMBER- BRACING- l* OP CHORD 2X4 SP No.2 TOP GHORD SIMOUMI Wood Sheathing directly appited, G, 7 2x4 SP No, I ROT CHORD Rigid ceiling directly applied or 4 6,5 oc bi aoinq. BOT CHORD 2x4 SP No. I WEBS 1 Row at micipt 4-16, 7 16, 9-15 WEBS 2x4 SP No,3 REACTIONS. ( Iblsize) 2=1700/08-0, 11=170010-8-0 Max Horz 2= 114 (1-C. 12) Max Upirt2=-430( LC 12), 11 =-430(LC 13) FORCES. (lb) - Max, Carnp./Max, Ten. - All forces 250 (lb) or less (,xl:,,e.pt when ',,,flow(). TOP CHORD 2- 3--353812128, 3-4=-334712074, 4-5=-2507/1608, 5-62440/1627; 6 7-2262/1574, 7-8= 2439/1627, 8-9= 2507/1608, 9-10=-3347/2074, 10-1 1=-3538/2128 D 2 - i 8 10,21 ' 17 5, 1 .,-1.. 9 - 16-17---1515/2762, 16-21=-1108712261, 15-21=-108712261, 14 15=-151912762, 14-22=-1519/2762, 22-23=-1519/2762, 13-2(3=-1519/2762, 11-13--1834/3175 WEF38 7-15=-292/ 644, 9-15=-6541556,9- 13- 231/530, 10-13=-240i301 NOTES- (8) 1) Unbalanced roof five loads have been considered for this design, 2) Wind ASCE 7- 10; Vclib--140triph (3-second gust) vascl,-1018rI1p1h, TCDl-=4,2psf, BCDL=3,0psf: h 15ft3 Gat. It, Exp G; End_ MWFRS (envelope) and C- C; Extenor(2) zont"C-C for rnembefs and fcgcps & MVVFRS for reactions shown, Lurlit)ei 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.O pst bottom chord ilve load nonconcu"ent with any other live loads. 5) ' This, truss has been designed for a live load of 20.0fvsf on the. bottom (,,hold In all areas where a rectangle 3 6 0 fall 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 IRISS to bearing plato Gapabie of withstanding 100 lb uplift at joint(s) except 01--(b) 2=430, 11 -430, 7) 'Semi - rigid PII[ Ghbieaks with fixed heels" Member end fixity modef was used in the analysis and design of this !Itiss 8) "This manufactured product is designed as an i ndi VI dual but Id trig component The suitability and use of this component for any particular build(nig Is the responsibility of the building designer per ANSI TPI I as referenced by the building code." i 1h ') "n a s A A ; b e, I, P E N, c-1 ',13 K AtTo, USA, II FL " Olt H34 6,91A P,rke Blvd. Tanip'l FL 3u1" Dats January 23,2018 WARNING - Verity design parameters and READ NOTES ON THIS AND INCL UVED AfffEK REFERANCE FATE 011,7473 rev. 1"312015 BEFORE USE, llr, i III, I r' l , Iso ''lily "'Ath osI,* , , "I ;I, I-ls IN- 1, %,A , IV I , "( I, Ay "I 1, 1, u 1; , sir -,I 1, , 4, ;, I, I x , ji"t, il 1, 11 4 rl " I , 'I "I , ,, ; !, I v 4 hu, 1, NA-w (ce, It., t,(A rtq l, n , AVI V 'nfy it l,, Aj j * )t'pily 'I 1 ,I iII l Il, It, I [ " q ,, I, I, v , ri , '1< ll, , it us l, U 0, Ill. , V,4 III t it lit F 10, 1, , it if, It," it, '. I 1, 1, 11 11 t A, kill +, I , I it i, 11"'i. Its 11 It I"', . 't , m i I /, " I 1 + I I I , i I lt , 'l 'I I y A, 1, it li I ", it I, A I 'j )1 11 11 , It " fl Y it t 2 M i Te. k 4i'll -Vith 1, -9 4, if qlmy, In, I jwj-tty I, it'll, aft. 'k I,I, , A(xlll-1 V w k^n I,,, I plot Itl,I A ill I-- 1? 1, 1 hilt uysIt,ms, -eANSIjTPI I Quality Criteria, D$8-89 and aCSI Building Component 6904 Palk, East 61vd Salloty, Information , IV, xl, jt, lo It -in liki, ill"I, ' I1,01, It, 11,e rf I o,Aw"l, S! III, , 31 [, Al, In, " VA 14 Tarnrla R, 33610 Tiros,,, Type Oty I Q025963 AC 013 Eiudcfers c ... cc, Tirnpa Piom City Ronda ,33566 7 1017 KT C40 , Aoq 16 2 A Industries, Inc. T,,e 20A 3 07 57 A 1 Page 1 lEt: Af,A(-,A-(VyRAFFSiniF42W4iSypZqj-el M(,,RkrnN4jil! D?CPul4D(-)6AIiiZAl(ivltJ:akfr)HwXuzsYWh W A1 3 8 6 1 44-8 -0 46-8- 0 1 0_0 61 is 5 2_6 67 11 4-4-0 4-4-0 6 7-111 15 241 1 0-0 suile =- 1 80 1 5 00 12 5A, m 16 If 16 1<1 - 3X8 3, A 4x6 -- 3X4 3xs -- 4XC 3 X4 0 44 8 (1 9 3 14 8 8 2 8_8 0 8_6 2 S 1 14 -------- . ............ .. e 011sels 4 ?,LL 0-- 602: 2j) 1 LOADING ips I SPACING- 2-0-0 CSI. DEFL, In "loc) PLATES GRIP T G, L L ?o t Pl,ile Grip DO L 1 25 T C, ft, Vejt(LL) 0,33 15-16 4Ji9 240 mT20 244!190 T(,,'[) L- 70 Lurl)be, DOL 1 25 BC 8 9 Veft(T 1, ) 0 76 15 16 694 180 BCLL 00 Rep stress Incr YES WB 0,28 Hoiz(11) 023 11 n1a TI/a BCD[ 1(),0 Gode FBC2014/7 Pi2007 malny) Weight 229 ib FT = 27'. LUMBER - TOP CH(DRD 2X4 SP No,2 'Excepl' 6- 7: 2x4 SP M 31 BOT CHORD 2x4 SP No,1 *Except' 14 17: 2x4 SP No 2 WEBS 2x4 SP No,3 REACTIONS. ( lb/size) 2,,170010-8-0, 11 = 1700/0-8-0 Max Hotz 2=- 11 0(LG 17) Max Up11ft2-425(LC 12), 11 v-425(1_0 13) BRACING - I OP CHORD StrUCtUI`,,iI wood sheathing directly applied m 2-2-0 oc puilms ROT GH10FID Rigid coiling due0yapplied or 4 6 8oc biacr-ig WEBS 1 Row almidpt 5-16, 6-15, 8-15 FORCES. ( lb) - Max, Comp,/Max. Ten, - All lorces 250 (11)) or less except when shown, TOP CHORD 2-3=-350612136, 3-4=-3287/1998, 4-5=-3187/2014, 5-6,-2567/1647, 6-7-, 2317/1596, J u BOT GI-40RD 2-181832/3163, 17-18=-1557/2844, 16 17- 1557/2844, 1619=-112312317, 15-19=-1123/2317, 14-15w1562/2844, 13-14--156212844, 11-13=-1845/3163 WEBS 3-16-2361289, 5-18= 138/442, 5-16=-662/541, 6 16--260/597, 7-15=-259/597, 8-15=-662/541, 8-13=-138/441, 10-13=-236/269 NOTES- (8) 1) Unbalanced roof rve loads have beer, considered for this design. 2) Wind; ASGE 7- 10, V01401nph (3-second gust) Vasd=108rnph; TGDL4,2pst ' BGDt_-3.opst, h= I 5tt, ;at. H, Exp G, Enu1_ MWFRS (envelope) and G-G Exlenor( 2) zone;G G for rnembois and lcgces & MWFRS for reactions shown; Lumber DOL.,11,60 Plate grip DOL----1,60 3) Provide adequate (itamage, to prevent writer ponding, 4) This truss has been designed for a 10 0 pst Lottom chord live load nonconcurtent with any other live loads, 5) ' This truss, has been designed for a live load of 20,Qpst (in the botton) chord it, all areas, where a rectangle 3-6-0 tall hy2-0 0 wide will fit between the botton'i chord rind any other members, with B("CL = 10,0pst, 6) Provide mechanical connection (by others) of truss to bearing platf, capable of withstanding 100 lb upiilt at joint(s) ox(,,epl ((t=1b) 2=425, 11 =425 7) "Semi -rigid pitchbireaks with fixed heels" Mernber end fixity model was used in the analysis, and design of this nuss, 8) "This manutaetured prodract is designed as an individual building component. The sultabliRy and use of this component for <,ny particular building is the rusponsibllityc)f the building designer per ANSI TPI I as referenced by the building code," hom,i A Albam PE No3l, 380 411 IT e, k USAF. !,, c Ft, " 0 3, 6,34 d4104 Pir1,e E,qt 6jvj 7amsa RL 33610 ciat", January 23,2018 WARNING , Verity design Parameters and READ NOTES ON THS AND INCLUDED MITEK REFERA NCE PAGE Mil- 7473 rev. TWOX20 16 BEFORE USE. IT, T 11, " , 1, I il V "Ath MI 4'k, nn- 1-11 it 111, 11 ',It)T I i, t , i, - I 'I'I, ul - I, I , 11, 3s " + " S It -'11" ., , f I , t, " , zz ir " 5TA 1, 1, 11 t A A v , , , , , If I I, I 't, T " 'I fom IT0-i, m", 11,, I th" 'It j 41, -it "Wr t, ro'lgil I !wllil,+- a" I,11 11,111V ill, "it rA, , I, "'JI, T'I, , th, 41 I fino k*In N, T" hq III, li""I" 41, 1- jm,v-IA t 41, klil j "I ri im, 3'f, II tm" -A, g,I, T1,1 "h"', t meInt Oy, A. l, lllvmoI l"i'q , +Iry )n r! l'lmlryi, l,t t I. I, ,g I MiTek' III - ilw)VS w'juil- 1 1, " I, it Ally - lr,11- t'lov,,11II 8 Se, tti r'),"ol'i" I isalxl tnju,v, In, 11,1-1 Try - i, 9,r air I ,, I qrli'lof e )I, fi"yr tha f• 114i, 'r, "og", T, ,, n10 k'v rlrj 4 fiti-, in,1 1,-AW/Til Quality Criteria, DS8,89 and BCS1 Building Component 6904 pa'k. Earl Blvd Safety Information 11,, AVII !„ tI-m Im" 11 11" N k- Noxan, III, I. VA ',,'X; i'l lanogn, Ft 33610 Job Truss T,uss Type aty. Ply w 1`02134 113025964 WP0234 A7 Hit, 1 1 014 a Bu,Fdjrs-F,i-slS( c e Ta m-p-a- PTia I City_ - F 10 1, da 33566 7.640 s Al,q 16 2017 MiTek Industries Inc T.e Jan 23 07 57 55 2018 Page I P AeAoAI-VyRAFF5ltTiF42W4lSypZqj-6vw e4n I.J,-pSdM 4?wv[-IzKiliyylwQalFlEiU4(..zSYW9 5 10-03 17-00 224-0 8 0 34-7-13 38-9 1 446-0 4,58-0 5 - 1005-10 is 4-14--- -611- 54-0 5 0 1-3 5-T1 ()- 6 sec _ 1 80 1 5 00 12 5X6 5X6 - 7 3X8 I lU 15 to to 14 1, 3X8 - 3x4 4x, 6 - 3X8 3x4 3, 8 4x6 9- 1 11 17-00 27-8-0 is-6-5 108- 0 1 LOADING ( pst) SPACING- 20-0 CSI, DEFL, In (Ioc) /dell Ltd PLATES TCLL 20,0 Plate Grip DO[, 1 25 T ("1 0,83 Verl(LA-) -0,50 14-15 >999 240 MI 20 TCDL 7 0 Lurnber D01- 1.25 BC 0,91 Verl('i 1-) 1 13 14-15 >466 180 BCLL 0.0 Rep Stress 41cf YES Wes -0,33 arz,TL, 0,23 10 I qa nja BCDL 100 Code. FRC20141TP12007 fmaifix) Weight: 234 lb LUMBER- BRACING - FOP CHORD 2x4 SP N0.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4- 5,7-8: 2x4 SP No, 1 BOT CHORD Rigid ceiling dire olly applied or 4-6-12 oc bracing, BOT CHORD 2x4 SP No, 1 WEBS I Row at blldpt 4-15, 6-15, 6-14. 8 14 WEBS 2x4 SP No.3 REACTIONS. ( Iblsize) 2=1700/0-8-0, 10=1700/0-8-0 Max Horz2=-104(LC 17) Max UpIrQ2=-418(LG 12), 10-418(t-C 13) FORCES, ( 11b) - Max, Cornp./Max, Ton, All forces 250 (1b) or less except when shown. TOP CHORD 2-3=-3494/2116, 3-4r-3309/2025,4-5=-26136/1668, 5-6= 2402/1620, 6-7,-240211620, 7 8-2666/1668, 8-9,-3309/2025, 9-10=-3494/2116 0 D1, 7 0 R D 1 ,- i c - r11 11 ,2 o16- 19=-1260/2506,14-19 126O/2506,1314--1646/2980,12-13=-1(34612980, 10- 12= 1825/3148 WEBS 4-17--- 79/359,4-15----689/552, 5-15=-337(670, 6 15-350/151, 6-14= 350/151, 7- 14=-337/670, 8-14=-689/552, 8 12= 791359 NOTES- ( 8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 I01Vult=140mph( ' 3 second grist) Vasd-108mph, TGDI,-4,2pst1 BGDL=3,0psI1 h=--15ttl Gat, III Exp G, Encl_ GCpi,0.18; MWFRS ( envelope) and C-C Exterior(2) zone;G-C for members and forces & MWFRS for reactions shown, Lumber DOLm1,60 plate grip DOL-,- 1 -60 3) Provide adequate drainage to prevent water ponding, 4) This truss has been designed for a I O.O lost bottom chord live load nonconuitrent with any other live loads 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord it) ail areas wheie, a re,(,,tangle 3-6-0 tall by 2-0 0 wide will fit between the bottom &told and any other members, with BCDL --- 10 opst, 6) provide raealaplGal GOnaeCtiOn (by others) at tlLJSS to bearing plate capable, of withstanding 100 b uplift at joints) except (11=1b) 2=418, 1 O=418, 7) " Semi -rigid pitchbteaks with fixed heels" Member end fixity model was used In the analysis and design of this truss, 8) " This, alanufactirred product Is designed as an individual hililding component. The suitability and use Of this component far any particular building is the responsibility of fill-, building designer per ANSI TPI 1 as referenced by the building code." GRIP 244/ 190 FT = 20% hom, as A Aibim, PE bo,319380, 1, , VO, USA,:nc FL U34 6504 Paie EW ENO T anM"l, F", 3136°5 Date, January 23,2018 AliI, WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK RIFFERANCE PAGE Uff-7473ne, 1010312015 BEFORE USE. M1, V, livi ( I ase., ''try will, rol,k -ni - 1" iW,i sI ti is f ,r)i I uj 1, -1, h, n, , )I vi I, I, .1 )i) ifr il"l. Ill. fl I 4ion j , iii,,l - lv,nl'v 'I 14, n tllrr In, lik', so, J 1,, 1- 1 1-1-111 t x )-kill ti)-t 11, fivlill- it till" MiTek' It,,;, lt, I t, f 1, 11 lq of hk, 51, 1 to ix -,%ANSIjTPIl Quality Criteria, DSB-89 and SCSI Building Component 6yQ4 Parke East Blvd 1,n,pa FL 33610 Jut) Trilss _ TrussType Oty Ply wf'n?sc T130251165'. w P0234 A8 Nip I, i«b Reference it?pticnai) Plant- Bud.ie s Frzsi.ic_urc©_ Tampa City Florida 33SF6 7 640 s Aug 16 2057 Mric k Indust. ies_ inc. Tta Jan 23 07 F7.56 2078 Pxgfl t il). AeAuATVyRAFF,imf 42W415yF2gj-a5TMsQncFwyJEWYHYdCJaCaAtrgCtwmNta175w1cnzsYWf 1- 6-0 8 7-3 1b:-0-0 4 _.23 8-G 36-0-13 4 t-R-O 4,580 1 9-0 8-7-3 r- 7 4-13 6-4-0 6 4-0 7-4-13 8-7-3 1-0-0 500 12 2x4 '....' 5x8 6 7 Scale = 1 80-1 3x8 - 16 1S 14 1" 13 11 2 2x4 5x8 _- 3x8 -- 5X8 - 2x4 8- 7-3 16-0 0 2`2-4-6 28-8-0 36-0-13 44 80 R 7 7-4-13 6-4 0 ..-...- 6-4.0 7 4-13 - - -- --..__ 6 - 3 C ftsets (X,Y} (.0 4 2.0,1 (4 3-O,Ed :C 1 0 2 8(r 0 5 y© 2-8j8 0 0 Fdc t7C:G-4-2 C 1 8i 13 04- 0 0[15.0 0 i-_ LOADING( pst) SPACING- 2-0-0 CST. DEFL. in (Inc) Udell Ltd PLATES GRIP i GLL 20.0 Pl<a,e f-tripDOL 1,25 TC 0.92 Vert(I-L) 0.27 14 999 240 MT20 2441190 TCDL 7_0 Lumber ROL 1-25 BG 0-73 Vert(l L) 0,63 14-15 844 180 BG1 I i3.i} Rc.9 `~tress I€let YES WB 0-33 Horz(TL) 0,24 10 n/a ilia BCDL 10.0 Cede. FtSC2014TP120Q7 (Matrix) LUMBER- BRACING - TOP (, HORD 2x4 SP No.2 " xeept' TOP CHORD 1- 4,8-11: 2x4 SP M 31 BOT CHORD BOT CHORD 2x4 SP No, 'Except' WEBS 13- 15: 2x4 SP No.2 WEBS 2x4 SP No-3 REACTIONS. ( Ib/size) 2=1700/0-6-0, 10=1700/0-8-0 Max Holz 2- 99(LC 17) Max Uplift2,-414(LC 12), 1 O=A I O(L G 13) FORCES. Qb) - Max. Comp./Max. Ten. - All farces 250 (lb) or less except when shown. TOP CHORD 2-3= 350312067, 3-4=-2754/1665, 4-5=-2665/1707, 5-6= 27=1780, 6-7=-274011780, 17, 07, ,; 9= 7r... 1665 9 _ . 503,7,06 BOT CHORD 2-16=-1 751t3138, 15-16=-1751/3138, 15-17- 1224/2469, 14-17= 1224/2469, 14- 18= 1225/2469, 13-18 1225/2469, 12-13=-1761/3138, 10-12=-176113138 WEBS 3-16=011344, 3-15= 761/599, 5-15--214t504, 5-14=-1951500, 6-14=-3811315, 7-14=-195/500, 7-13=-214/504, 9-13= 761t599, 9-12= 01344 weight 229 lb FT = 20% Sttuctufat wood shealhi€1g diree14y applied, Rigid ceiling directly applied of 4-6- 0 oc bracing. 1 Row at midpt 3-15, 9-13 NOTES- (8) 1) Unbalanced roof live Toads have been considered for this design. 2) wind, ASCE7-10, Vult---140rnph (3secondgust) Vasd=108mph; T(,,DL=4.2psf; BC DL-3_epsf; h=15tt; Cat. 11, Expo C; Enc(., GCpi=O-18; MWFRS (envelope) and G_C Exterior(2) zone;C.-G for mernbers and forces & MUPRS for ieactfons shown, Lumber 0()L=1-60 plate grif, DOL=1.60 3) Ptavide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10-0 psf bottom (,herd live load nonconuirrent with any other five loads. 5) ` This truss has been designed for a live load of 20.0psf on the bottom chol(f In all areas whefe a rectangle: 3-6-0 tall by 2-0-0 wide will fit between the bottorn chord and any other mernbers, with BCDL = 10,0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s) except (jt =lb) 2-110, 1 O.-A l 0, 7) 'SHrni-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of This lluSs- 8) "This manufactured product is designed as an individual building component. The Suitability and use of this component for any par6ectiar bending is the responslb(lity of the building designer per ANSI TPi 1 as referenced by the building code." Thonr,r5 A AlI,or,111r No.u(rCCJ JO u; A. •.nc. Fi iod 3s34 b04P.rlm EW131,id w+Y 3FL ae,1•,! 0 iAe January 23,2018 wr WARNING - Verify design parainefan and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PATE MII-7473 rev 1010312015 BEFORE USE 1 %itr III, Ibvim'-i my willIktii b '=nnt,I,,1 11iis'f 4 t t t,h<,,iI N / , 4 "11 t nit no 1,1l"el ,,t, t Ii,1,.1 ,Att qv fl Pqa}I t, ti€ 4t q'-::t rsl 1 t,l.t="t . i h, u.,Vsl ii Ii"(-I toe^ itu, r 4Nt lit 6'us) n i moil -My the a q is: ,t 4iily •. ( S ,1, it, I rtr rns lev.n, r,i l I K'iIV In It -'I It, !ht } tut, 1,A It, <r, i ill t,lit, it I,1 I `M,I;) N, 11 Il ieI Olt It, fl,- I1,I„{,Ee .'>f11 t+l'-I<IEtt i''I Err livi }, k,l iE im *i'*t It, 1/, t' I,` ilt-i,t iS H ly- A f 11101z, it e'i itl"'t. it !1t, $( [li It7, Tit E'E 1, 1;1l i Walk' t 4E•,yr, ylul 42t4t flirt, st S Il.,e nt td A>ur tiht' wbf t t^n:,t ti yutx,tn_fis^(u,tt kxn I'll Ail fix-11 r'4t Ean,r lh,, I, It'll, , th w, ,Ic ,,1, 1, £e ln:.t y' a>i ' to Ii,It,I t+ z it "t hi iv z it, i It to ,:iHeii 'ANSIlTPII Quality Criteria, DSO-89 and SCSI Building Component 6904 Patkr East E3Ivd. Safety information <,, dk at 4, tr< n, lit , H, Ir£ kn, ttktlex„ i ki t' t T ,:npa. 1-1, 33610 Job Truss I I uss Type City iPly WP0234 T13025,966 VV P0234 V Hp 1 1 016 wce Tin -pa Phul 01V Florida 33566 7 640 , Aug 16 1017 Wel, ridusines Inc Tun Jnn n 07 57 57 2018 rage I lD.AeAoATVyflAFF5itil[-42W41SyrZclI 21lk3loFOD4A,!776Lxlc,,OP?OVI'?VioBL(gi6E)zsYWe 2_9-13 -io-1 CL2 --- - ------------ - 100 7 9-14 7 2-2 7 4 0 740 7-22 7 9- 14 1-0-0 scale - 1 80 1 5 00 1 "T 2X4 5X8 7 3X8 8 15 cr 1 13 12 3X8 2x4 4 X6 3X8 2X4 3x4 - 4.6 7-9 14 1500 7 lo-14 7122 22-4 0 29-8-0 36- 1 0` 2 44 Flo 74-0 7z2-2 14 I--- LOADING (psf) SPACING- 2-0-0 CSI, TGLL 20,0 Plate Grip D01- 1 25 TC 0 98 T CDL 70 Lumber DOL 1.25 Bc 1.00 ECi-L Y), 0 Rep Stress In(f YES WB 0 85 BCDL 10,0 Godo l--BG2014l(TP12Q07 Matrix) LUMBER - TOP CHORD 2X4 SP No, 2 BOOT (, HORD 2x4 SP No,2 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1700108-0,10=170010-8-0 Max Harz 2=-93([-C 17) Max lJp1TIl2=-417(LC 8), 10=-417(LC 9) DEFL, m (;,jc) lidell L/d PLATES GRIP Verl( LL) 032 15 -,999 240 bl-1-20 2144!190 Verl( TI, ) -075 13-15 > 706 180 Horz( T L) 0,26 10 11i'd Iva Weight: :' 26 Ib FT -: 20% BRACING - TOP CHORD Snuclilrai wood shisilhing due0y appked. BOT CHORD Rigid oeiling ditectlyapplied or 2-2-0 oc btar,,rg, FORCES, (1b) - Max, Comp,/Max. Ten. - All forces 250 (lb) or less except Mien shown. TOP CHORD 2-3=-3535/2077, 3 4= 284311718,4 5=2761/1739, 5-6- 2895/1871, 6-7=-2895/1871, 7-8=- 27131/1739. 8 9=-2843/1717, 9-10=-3535/2077 BOI CHOHD 2-18=-1766/3170, 17-18=-176Fi/3170,16-17=-1279/2557,16-19:=-1279/2557, 0 12- 13-- 1778/3170, 10-12=-177613170 WEBS 3- 18=0/315, 3-17=691/550, 5-17-181/490, 5-15=-257/606, 6 15=-447/377 7 15=- 257/606, 7 13=-181/4903 9-13,-- 691/550, 9-12=W315 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind; ASGF 7-10: Vuit=I40n1pfn (3 second gust) Vasd=108mphl TGDL-4.2psf; BCDL=3,0pst, [1 1511, Cal It: F-,xp C, Enol- GCp1--,0.16 MWFRS (envelope) and C-C Fxtenot(2) for members and forces & MWPRS for teactions shown: Lumber DOL---L60 plato grip DOL= 1 60 3) provide adequate drainage, to prevent water ponding, 4) This truss has been designed tot a 10,0 pst bottom chord live load nonconcr,nent with any other live. loads, 5) ' This truss has been designed for a live load,.A 20,0p,-,f 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. = 10.0p,,,J, 6) P70VIdo MaGhanlCal connection (by others) of nuss to bearing plate (;apablo of withstanding 100 1b uplift at joint(s) except Ot=lb) 2=41 1, 1 0= 41 7, 7) "Semi - rigid bitchbreaks with fixed heels" Member and fixity model was used in the analysis and design of this miss. 8) "This manufactured product is designed as an Individual building tomponent. The suitability and use 01 this component for any PaOIGI-Ilar building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code-" Tloomas A Albarr PE No.314360 INK, 0, USA, i,nc FL chid 60,4 6904 Pivko E,W BNcl, Tilmo, I'L 33615 0"te January 23, 2018 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCEPAGE 4111,7473rev f0i/OX2015 BEFORE USE. Ind I, 'tily " oll, M04, , I, -1i fill, I1111,;t, 111 Ill-1, illy 14-F, 1, it 1;, 1 r, 1 'i , rl In rom, to it 101, hngj , mj il, 'I Y'l"m llvr t'(jildilio, n-I „,.Illy 11"', iii'li, , li ilily ''Ii-Ioll r w"', I I v q crrly Iti, "it - ;<Ir, thil , J,4_rn uI,, it,,, , 'Is+ )if fFlOi( , 11, 1 1a 1- 1 ill-kiii,l)-t li, rki, i,i,ll lurl, ,,,I 'In, V, ,, ll-r I 111y NI, IM-mll rl uq-+ IIY M011 si I tluelll h1- e tract MiTek' is, ilw.1, i ' t, it icily "I'd 1- -41, q ,, Willi I, ",St 4it il'i'liY a,risle d,,Ilv,rV " r, , n- ,iw I Iva, h vI "1 11 1,I it ull "I is, 11 I-ANSI/TPI I Quality Criteria. DSB-89 and SCSI Building Component 6904 Parke East bNd Safety Information , rv,iil- it4, I - in Ptak, 4,nihile, 718 ri to-Awet. ',(All, N-0i,itki, VA 4 33610 Job Tt uss WP0234 AIO T I Uss, I Ype Hit, Fly Wr`02'14 Job R 7 640 s A, T1302Sv67 T,,,I Ja,, 23 0 7 1,7 0 2018 ID:AeAoATVyRAFI-5[ti)F42W4iSypZc,•) 20WJV)(b,,i07xa,J2KCc(',8qcoCeKt(lgoli31IRb, 14 ()-a 19-6 11 25 1 5 30-8-0 37 4-2 44-8-0 41s_08 1-0-0 7-3-14 ___ ____5___6 - I -I ___ --- __ - ___ 5-6 5 - ____ ____ - - - - I -- ------- - 7_3 1-4 - - - - 1- 6_ _(), 50o 12 5X6 -- 2x4 3x 4 - 3x(3 1 7 8 5X6 9 I, "I - ,, 15 14 4 eG -- 3xa - 2x4 scaie = 1 80 1 14 14-0-0 22-4 0 30801 4-2 44-8-0 C t4 , 13 2 8 4 CI 6-8-2 3 ,- 14 Plate0 X 12 LOADING lost) SPACING- 200 CS1. DEFL. Ydell Ud PLATES GRIP I GLL 20 0 PlaIe Gnp DOL 1 25 IT c 0,81 VeIM, 1, 033 1 999 240 M I_21) 2447190 TGDL , L70 L mte= DOL 12 Bc 096 verl(ri) 0,81 15-17 64 9 1 et") BOLL CIO Rep Stress inct V E, 11, W B 081, Horz(t L) 01,27 12 1va Iva BGDt- 10.0 Code FBC20141TP12007 fMaIrIxT Wotgril 227 if, l' T -- 20'-'0 LUMBER - TOP CliORD 2X4 SP No.2 BC)" CHORD 2x4 SP No,2 `Except` 16- 18: 20 SP No. I WEBS 2x4 SP No.3 BRACING - TOP CHORD StIII(Aual Wz)od sheathing directly applied, BOT CHORD Rigid ceiling directly applied or 2 2 0 cic, bracing. REACTIONS, ( lb/size) 2=1700/0-8-0, 12=1700/0-8-0 Max Horz2z-87(FT, 17) Max Uplif112=-427([_G 8), 12=427(1__G, 9) FORCES. ( lb) Max. Comp/Max Ten. - All tortes 250 (ib) or less except when shown, TOP CHORD 2-3=-3550/2078, 3-42924/1 750. 4-5=-2846/1769, 5-6=-2646/1707, 6-7--30145/1913, 7-8=- 3045/1913, 8-9=-2646/1707, 9-10=-2846/1769, 10-1 1=-2924/1750, B(OTCHORD 2-20-1771/3186, 19-20-1771/3186, 18-19,--1553/3005, 18 21--1553/30W 21-22=- 1 55LV3005, 17-22-155313005, 17-23=- 1553/3005. 23-24=-1553/3005, 16-24=-1553/ 3005, 15-16=1553/3005, 14 15=178413186, 12-14=-178413186 WEBS 3-20=061,85, 3-19=- 6211504, 5-19=-401/793, 6 19= 6581326, 8-15=658/326, 11 15=-621/504, 11-14=0/ 285 NOTES- (8) 1) Unbalan(,,ed Foot live loads have, been consideted for 1111,S design. 2) Wind ASCE 7-10 Vult=140mph ( 3 second gust) Vasd=108niph: TCDL=4 2psf, BCDL,30ps1l h = 15ft, CvH, Fxp G, Encl_ MWFRS (envelope) and C-G Extetioi(2) zone,G- G for members and forces & MWFFiS for reaG[MIS shown: L.urnL)ei D0L=1 .(30 plate g!Ip[)Ol__1,60 3) provide adequate drainage to prevent water pending. 4) This Miss has been designed for a 10. 0 psl bottom chord live. load rionconctmer-It with any other live k)ads. 5) ' This truss has been designed for a live load of 20.Opsf on tyre bottorn chord it) all areas where a tectangle 3-6-0 Fall by 2-0-0 wide will fit between the bottom chord and cry other members, with BGDL , 10.Opst, 6) Provide mechanical connection (by others) of truss to heating plate capable of withstanding 100 111 LIPlItt at joint(s) ex(,ent i>ilb) 2=427 12=427, T "Semi -rigid pitchbreaks, With fixed heels" Member end fixity rm,,,dei was used in the analysts and design of this, 1ms,,,,, 8) "This manufactured PtOdWt 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 I as reterenced by the building code." 4, Alt,ri PE No,,NIHO ijeK USA. c.. FL Uit 6U,4 691,01, 4 pu4, Eiist B IV d F ,,, 336141 Datc January 23,2018 WARNING - Verity design parameters and READ NOTES ON THIS AND WCLUDE00TEK REFERANCEPAGE M11,7473rev . 1"312015BEFORE USE tin ns , rt n F Ih III . At', 1 (4, win, I il " It, "it o I 1 I' r It t 1; tacit if). ir, I, i 1, If h I 1, V. t I, III, I -h, t, I .... ( I't -i , NV A. $ filt 11. It t,Il If 1i V rn i j -I I,,. 'I "'t'l I,; " in j MiTek 11, If II F-,A+, 1 11 il'I'lly, III, I i't-I -fl , 1'1111<w rihjj, III, I ,,,ANSI/IrPlf Quality Criteriar, DSR,89 and SCSI Building Component 6a04 Parke East 131,id Safety Information , I,V, A41, If -I I, It, r,, III, It,, IF i,fil, Ac-' I 2< N Tamp,, FL -,3610 Ti ass Type 7 1 :W25968 W P 02 3 4 All Hip t 1 003 Job Reteien E wldw, F,,slSowce Tamp,, Ram COV Flo,,da 33566 7 640 s Aoo 16 2017 Mi`k* t0usl,ws fsc T,,e, Ja,, 23 07 57 41 2018 poqe I li-).ApAoATVyRAFF51ii)F42W41,,,'ypZqI WD3hiHc;CnJ3RxGvCIA f390l[-s3AQlZMqgF0ka9ZsY`ii 1-0-0 6-9 14 13-0-0 19 2 11 26-5-5 44-8,0 4,5 8 0 F076 1) 14 6-2-2 6-2 1 78 7 6-9- 14 6-9 1-4- 5X6 III 3x4 3x6 3x4 5X6 5 6 7 la 17 13 12 2,4 3X8 4X6 = 13X4 4x6 - 3X8 2x4 13-0 0 224-0 31-8.0 F-2-2- ---- ----------- ------ ---9-4-0 -------- -- -- -------- - 3 Q,0- 3 LOADING (pst) SPACING- 2-0-0 200 Plate Own DOL 1 25 TGDL 7,0 Lurnbeg DOL 1.25 BGLL 0,0 Pep Stress Incr YES BCDL 10,0 Code FBG2014fFP12007 LUMBER - TOP CHORD 2x4SPNo,2 BOT CHORD 2x4 SP No.2 Ex(,ep(* 14-16: 20 SP No-1 37-10 2 6222-2 CS1, DEFL. in foci I/defl Ud PLATES GRIP T C 0 70 Verl{l- Q -036, 15-17 >999 240 MT20 244/190 B G 092 verl(T 1 092 15-17 >573 180 WB 049 Hotz(l L) 0.27 10 Iva Iva Malnx) Wisight: 224 Ib FT = 20% BRACING - TOP CHORD Structural wood Sheathing directly applied 01 2-3-2 oc puTlIns, 60T CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at spicIpt 5-17, 7-13 WEBS 2X4 SP No 3 REACTIONS. (Ib/size) 2=1700/0-8-0,10=170010-80 Max Horz 2=-8 1 (I-C, 13) Max UpIM2=-437(LC 8), 10=-437(t-G 9) FORCES. (11)) - Max. Comp,/Max, Ton. All forces 250 1 or less except when Shown. TOPCHORD 2 3=-3560/2076, 3-4=-300811802, 4-5z-2733/1 734, 5-6=-328112019, 6-7--3281/2019, 7 8-2733/1734, 6-9=-300611802,9,10-- 35(10/2076 D, * C, T G- I i 0 P, D 2 18 17 -11* X 319 G,, 17 ! 8 -- - i 7 7 3 /3 19 6, 16 - I -_ 16 8 8 tj 22, 6, 10 - 19 G- 8A31 22`,',, 19- 20=-1688/3226, 15-20-1688/3226,15 21= 168913226,21 22-1669/3226, 14- 22--168913220, 13-14-1689/3226, 12-13=-1787/3196, 10-12--1713713196 WEBS 3 17=-540(452,4-17=-413/824, 5-17=-762/40917-13=-782/409, 8-13=-413/624, 9 13=-540/451 NOTES- IS) 1) Unbalanced root live loads have net,;) consider(,($ tot this design, 2) Wind: ASGE 7 10; Vrilt=140mph (3 seGond gust) Vasd-108rnph: 1GIX-4,2pst, BGDL=3,0psf1 h 15VI, Cat. 11-1 Exp G. Fncl_ CiCpi-0,181 MWFRS ( envelope) and G-G Exleoor(2) zone,C-C for rneoibers and tortes & MWFRS for reactions shower Lumber DOL-1.60 plate gnp DOL-1 .60 3) Provide adequate drainage to prevent water ponding, 4) This truss has been designed for a I O.O psf bottom chord live load nonconcurront with any other five loads. 5) * This truss, has been designed fot a live load of 20.Opst on the bottom shod in all areas wficie a loctangle 3-6-0 tall by 2-0-0 widevall fit between the bottom chord and any other rnernbers, with BGDL = 10.0pst, 6) Provide mechanical connection (1tv others) of truss to bearing plate capable of withstanding 100 Its uplift at joint(5) oXGepI (jt--Ib) 2=437, 1 0=437, 7) " Semi -rigid pilchbreaks with fixed heels" Member end fixity model was used in the analysis and design of INS truss. 8) " This manufactured product I,-, designed as an individUal building Gornponent. The Suitability and use of this cornponent for any particular b(IlIdIT)g IS the responsibility of the building designer per ANSI TPI I as referenced by the building code.." Thornas A Albd!v PE AiT oUSAjn-FLCet16634 C " ate January 23,2018 All WARNING Verify design parameters and READ NOTES ON THIS ANOINCLUDED MITEK REFERANCE PAOEM111-7473,ev. 1010312015 BEFORE USE. V,. li Ilia Diw ,,,Iy K111, rvillok : , < nn- l-ls, 5 it"s 11, main MAf+i11 s')irlot,'s , -f,rj- n-W, o-I lm"s "Y' Itm" [44, w u-, 11V I ,IA, iji, I J-4tj,w, mi Z"t -ilry if,,, At 4,11, , if ifity, , 4, li Av i I 'i"I •,illy it), if u " 'I" IN, , loo, sit in! , , fit,, -;"foll 191' 1, sljf , 114, in( u0i, " ll(>, i " 1, , ;v al 0 t ti, kits ) -I tl 1 Avl 1, 1 is tlmt, I- it c 1/, '1 Av + it I i(I, lt t,, -I IV A, s- Ati, 'I , 11 l"', 't Ii star i I - I, A v r t ht,x-tnxl MiTek I'MAlly'lil'i I -I t 1t 11t Il,4sw t0111 11"I 1-1 11- kl, oil ten, tk, t-Itw, m- rv>non'j -1 Quality Criteria, DSB-89 and BCSI Ruiltding Component 6904 Parke E.sl BNcl Safety Information (v,m pries 6Ngte 6rsttRtte.'118N Ta,npa FL 33@f0 Job TIuss Type 1Qry.Ply wpc,234 WJ'0234 Al2 Hit, 1 1 004 Job Reference o @onal--- ---- - - ----- ios I`,,,,iS uce. Tan-lirt PlI,,,l criy R"'Ido 33566 7 640 s Avg 16 2017 Wel, Ind(mt,,e, inc lue, Jal-, 21? 07 57 42 2018 i=aye 1 1(-):A(,AoATVyRAFF.I,ItiiF42W4]SypZqj P(l3wddqYcBIZMUakhAlhDITTSX9(jzrzvvXFi6L.zs 1 -0-0 ---- 5-4-8 12-00 18 1 1 4 t, -8 12 32 13 () --,- 38 3-8 44,80 ---- 45 - 1) 80 tF-67 11 4 6-9-8 6 11-4 5-78 6-4-6 1 0----- --- S ca I e = 1,787 Soo 12 5X8 - 4 2x4 3K, 3x8 5X6 vX8 1, i6 15 14 2x4 3X4 3X8 20 3X8 M T:-VJiS 3",8 2X4 6-4.8 12-0-0 18 11 4 25-e- 12 32 8-1) 38-3 8 44-8-0 14 8 6-11 4 --------- ----- -6 7- 8- ---------- - ---6-4 8 LOADING (psf) SPACING- 20-0 CSL DEFL, In loc) 1piell Ud PLATES GRIP TC,LL 20,0 Plate Gnp DOL 1 25 T ("1 0,84 Vefl(Ll-) -0,38 15-16 >999 240 MI-20 244/190' TGDL 70 1 wnber DOI- 1,25 13(11 0,89 Vetl{R,}-0,89 15 16 a592 180 MT20HS 187/143 BCLL 0,0 Piep sttess inol YES WB 0,67 Horz(TI-) 029 to n/a 111a BGDL 10,0 (,ode FBC2014fFPI2007 Matrix) Weight 229 ib FT = 20% LUMBER- BRACING - TOP CHORE) 2x4 SP No,2 'Ext,6,ipl' TOP CHORD Structural wood sheathing directly applled. 4-6 2x4 SP fao. 1 BOT CHORD Rigid ceiling directly or 4-3-1 1 oc biacing, BOT CHORE) 2X4 SP No WEBS 1 Blow at midpt 7-16.7-13 WEBS 2x4 SF No,3 REACTIONS. (Ib/size) 2=1700/0-8-0, 10=1700/0-8-0 Max Horz2=-75(I-G 17) Max UplifI2-447(LG 8), 10=-447(LG 9) FORCES, (Ib) - Max. Comp./Max. Ten. - All forces 250 (11h) or loss except when shown. TOP CHORD 2-3= 3569/2069, 3-4-3080/1638,4 53512/2159, 5-6=-3512/2160, 6-7=-3512/2160, 7- 8=-2611/1764, 8-9- 3081/1838, 9-1 0= 3568/2068 D -`-, T 1 i R D 2 9 - - 17 C, 813 1 , t 8 - 19 7 6 8 0) " 1 15- 16=- 1838/3511, 14-151636/3511, 13-14= 1636/3511, 12 13=1783/3203, 10-12=- 1783/3203 WEBS 3- 18468(3903 392/336. 7 15-Dr273, 7-13=-9831495, 8-13=-4 23/64 7, 9-13=-467/390 NOTES- (9) 1) UnbalarlGed roof live loads have been considered for this design. 2) Wind: ASCE 1 10, VLIR140n-tph (3-second gust) Vasd= 1 08niplb; TGDL=4 2pst, BCDL--,30psf; h-, 1 ttft; Cat, 11, Exts G, Encl- GCpi-0, 18: MWFRS {envelope) and C-(,, Exterior(2) zoneIC-C for membots arid fOrGeS & MWFRS for reactions shown, Lumber DOL=1,60 plate grip DOL-1,60 3) Provide adequale diatriage to prevent water ponding, I) All plates are M720 plates unless otherwise Indicated. 5) This tiuss has bean designed for a 10,0 pit bottom Chord live load nunconeunenE with any other live loads, 6) * This truss has been designed for a live load of 20.Opsf on the bottOrIn chord in all areas wheie a iectangIrs, 3-6 to tall by 2-0-0 wide will fit between the bottom chord and any other rberbbets. 7) Provide mechanical connectron ( by others) or Iruss, to hearing plate Gatialble of witibstarldmig 100 It uplift of pinl(,$) ex(;ept (jt.-,lb) 2-447, 10=447 8) "Semi - rigid pitclibleaks with fixed heels" Member end fixity model was used in the analysis and design or this truss. 9) "This manufactured product is designed as an Individual building component. The suitability and use Of this G0111POIlOnt for any particular building is the responsibility or the building designer per ANSI TPI 1 as referenced by the building code," A AiL),in, RE Nc,39-0 Ml7el, U9A, ir- FL 610 4 if}fi,f ti; irke EjItr I l,ri. T&,i,pi FL ',3µ)0 Cate January 23,2018 WARNING - Verift, design Parameters and REAP NOTES ON THIS ANO INCLUDED MrTEK REFERANCEPAGE 01-7473 rev, 10/03,2015 BEFORE USE, kuxs-,,>{i 1 1- rim, orely will, IvIk*-1,1-ta, Iht!,,r-IorI r, t - lo, I -,JV I,p,I, I, "tv""'il, , r" f l, 1"i-tl11 Ir, 1,,, !11 A, Ni , .are Iv 't I"r" k n ip,ia sit III,, t uil ling,I>urlti Inradv'tify 11", it I'llA My,:.! nvi I+ I -,ji, III, ej -I, It,, Hit, , j,"J'ji, 101 it - , ""11,111 I fi,,' I-k it I N, )-V q ill. It", Ito, 11, 1 It r I, Hit") 't 0 it"'I i, I, A tvi,, ,, "t )11 Y, t I, l I tl, l I, t 111, A I iili,I I, If I, 'I sr{an I I I I I I%i, In' IA 11, r 111c) MiTek' Jill- 1 1-, I I? Airy, A l' I - 11ol"- Witt I[' I It 'I-1-0y'r I; I", o' m%i,Iolql it' Iin, Its l,l ih, f(j,lt, zA+ 1,1", i"n v,,$ tq,), lll;j "t rill, - ill, 3 ,-ANSI/1?11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Pvvke East btal Safety Intormaton av,eill 4,, lw;n 111i" Mile Mtlkjr, ? W IJ I- 17. fUcxan,itt 1. V/14 Tampa R, 33610 Job Truss Truss Type Oty Ply WP0234 T1302,970 '.. WF'0234 A13 flip 1 1 I095 '. Job Reference o ip1) er<, First$ourCe. Tampa_ pl,int (Ay FI ,r cv, 33566 7.640 s Alg 16 2017 W-k indtstries. Inc. Tue Jan 23 01.E 7.42 2018 F,rge i IDAeAoATVyRAFF51txiF42W4iSypZq}- Pd3wddgYcB(ZMUakhAiht71TM5VOUvCizvvXfi6bzsYWt 0- S 2-3 _11_QC, _...___ 18-7-4-` ---'_ __..-26 d 4,' 33'8v0._..____ 39 _`z 13„.. .._`24-R 0----- ..... ..:4 S- -13 1 7-4 7-5-8 7-7-4 5-9-13 5-2-3 1-0-0 E>x8 5.00 i 2 2x4 II 4x6 3x8 — 5x6 8 Scefe = 1:78.7 3xa 19 18 16 15 t4 13 12 3x8 2x4 3n4 -- 4x6 - 5x8 2x4 3x8 MT20HS -. 3x8 — 2x4 5-:1-3 1 R- 114 -26-G 12 33-8-0 33-5-13 4.4-8-J 5-2-3 ,..... 5 4a3 7 7 a ^.5 & 7,74 it _9 t 3 5-2-3 Plate Oitsef K Y): € 4 2 _4:n 5 12 al°1 t'_33' F I. u 3 3-2 4t. 4?,O: 4 ,0 R LOADING(psf) SPACING- 2-0-0 CSt. DEFL, to oc) ildefi Ltd PLATES GRIP TC;LL 20.0 Plate Grip DOL 1.25 TC G_tPI Vert(LL) -0.40 15-16 >999 240 R4T`27 2,14/1901 TGRL 7.0 Lumber DOL 1,25 BC 0.96 Veff{T!_) -0,97 15-16, -545 180 MT20HS 1€+71i43 Fat'%L 0,0 Re ) Stress Incr YES WR 0 90 Horz(l €_) 030 10 nta nla 5GDL 100 ( ode FBG20141TP12007 (Matrix) Weight ?26 Ib F F = 20% LUMBER- BRACING - I OR CHORD 2x4 SP No "Exeept' TOP CHORD StR;cturaf wood sheath mg directly applied. 4-6. 2x4 SP fv131, 6-8: 2x4 SP No 1 RIOT [ CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No2 WEBS 1 Row at inidpt i 16, 7-13 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1700/0-8-0, 10-1700f0-8-0 Max Horz 2==70(11_(; 16) Max Uplift2=-457(LC 8). 10=-457(LG 9) FORCES. (lb) - Max. Comp,/Max. Ten. - All forces 250 (It)) or Less except when shown. TOP CHORD 2-3=.359412079, 3-4=-3173(1865, 4-5M-382312314, 5-6= 362312314, 6-7=.382312314, 7-8=-290211796, 8-9=-3175/1865, 9-10=-3593/2079 t CI:V F1D :9— 11791rt3,`30.6-19-17911323D, l8 ,44/2C}82, 15-16= 201613820, 14 15=-201(-V3820, 13-14=-201613820, 12-13= 180713229, 10 12= 1807t3229 WEBS 3-18=-3871343, 4-18-- 831377, 4-113-622JI211, 5-16-4311370, 7-15=oi13Q 7-13=-1189,re13, 8-13--405(E51, 9-13=-3841342 NOTES- (9) 1) Unbalanced roof live loads have been conside;ed for this design. 2) Wind: ASCE 7-10, Vult=140rY ph (3-second gust) Vasd=l OBmph; T El -4-2pst, E GDI-3-0pst, h=15ik Cat. if; Exp G; End- GCpi=0-18; MW FRS (envelope) and G G E xtenor(2) tons;C C for members and forces & MW FRS for reactions shown, Lumber DOL=1.60 plate grip C OL=1.a0 3) Provide adequate drainage to prevent water pondinq, 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed tot a 10.0 pst bottom l hord live lead non oncuraent with any other dive loads. 6) ' This truss has been designed for a live load of 20.opst on the bottom chard inall areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members- 71 Provide mechanical connecticrr (by others) of truss to bearing plate cal2abie of withstanding 100 in uplift at joint(s) exec t (jt=1b) 2-457, 10=457, 8) "Semi -rigid pilOibreaks with fixed heels" Member end fixity mcllei was used in the analysis and design of this truss- 9) "This manufactured product is designed as an individual building coiaaponent. hhe suitability and use of this component for any parllculai building Is the responsibliity of the budding designer per ANSI TPt 1 as referenced by the building code." Thomwi A A{f sit PE N.F,L1,380 ik-, 0y 15A, ,c F L T.6R 0ti34 63 r,arRe E t t ; ri. 7av ur FL 3311,. t± iriV. January 23,2018 WARNING - Verity design parameters and READ NOTES ON THIS AND INC4 UDED MITEK REFERANCE PAGE MIf•7473 rev. IOM312015 BEFORE USE Ik V, tilt It 11 11, s 1- my will, Mil F. onn 1-1,, it lls. la tt 3111t I K1 t 111V ill I1 4 tl 11 tt"1 I%"h t ,i ,),1 4 ,, f, , ,M it 114 1, 1: 11141i1 it, 1 1 k'": tit It (1t Fi:`t htls 11 f in kt, I„ us,, the I 1il ki'I zi, sk rl,l lilt t 14V th, 115 ht ,rI it,ty". f 1 sf n f,:11 F1t 1 f is t. rit f I 1 1 •irt ll tt ,1 it tfv,i<asktn ins Its c>•.,t,t rfi i r;11 It' ,l i"Mon L#<1 i; a sr 2ic+.1t,,, f is t pttwerd t xackiurrp , { ii ;..iix( f.r 1( tti 145 yr„f to ft•ar < h i f nr.mt x=1s „1;1:.. A 3 #tf1•x,a( Ic 1r p •,i zit,': rr, t t-,iincxnrni hi- x my} MiTek s 1tt11"1 1, 11<i sl It Cly 11 Is e> nt 8'4 tie iirl ,44 t t vta1 u,i.e t m: 1 jv I-Ify,kit riot,, kI iF rei- llgeliant, ";"i<11, Ant?it hitI," )tY n, tit qa1se J< li e ,Y c,;,, 11, a, r,kI I r.r ""'i 'A Iir„r,, rn:? titms tie t,ANSI14Pf 1 Quality Criteria, D38-84 and SCSI Building Component 6904 Parke East 6ivci Safety Information 41; t-in ;kw, f-N<afe h ttitufe, ?18 Eil it `.'A?/'11 A. Tampa. FL KC610 Job Tress TrissTylae Oty fvly WAo234 T 13025 E171 W P0234 A 14 Hip 5 1 006 Job Reference Sri 7ti in2It)- ...-. .. ._ Builders FirstSc utce TarrTa, Piani Uity- Florida „Cd566 7.640 Aug In 2047 Mlek induOnes. Inc. Tue is n 23 07 57 4 , 20tr Page i ID:AeAoATVyRAi-F51mF42N.41 vpZ__qj-SI)BR7zdl-JwJ9BW3riiFtrXf RgiV,t1t7DUA77ZittelzsYWs 1-0-0 5 -14 10 0-0 16 2-6 2=40 28-6 r 34 8-0 39-4-2 44-8 6 45-8-0 1- 0 0 3-3-14 4 8 2 6-2-0 6-2-o 6-2-0 6-2-(1 4-8-2 5-3-14 1-0-0 Scale = 17£1.7 3x4 - 5 xfs 500 12 4 3x4 :::: 4x6 :-- 3x4 fi7 8 9 3x8 tH 17 16 15 14 13 sx8 3x8 `- 3x8 MT2CHS 3x4` LOADING ( psi) TOLL 20_0 TGDL 7,0 B LL G-0 B( JC L 100 3x4 3xA M T2i;NS = 10- 0-0 10 - 6. ,`i,.4 _ 8.:2.i9 8211 _ 100-0 ......... LUMBER - TOP CHORD 2x4 ` VI No,2 BOT CHORD 2x4 SP No-1 WEBS 2x4 SP Nc.3 21 1-8 4n300-e3-0,ETuc 1913ra' 41L11 '4 tC11 Fs SPACING_ 2- 0-0 est. DEFL. In loc) iAetl L/d PLATES GRIP P t, e Grip D01- 25 TC; 0.63 VeII(L(-) -0.45 15-16 >999 240 MI'20 244 190 LuillinerD01, 1, 25 Lae 0.83 Lee€(IL) -1_121516 473 180 MT20i-S 187i,43 Rep Stress . rlcr YES WB 0,40 Flu z(CL.J 01.2 it ft`a [ilia Code FBC2014t1' Pi2007 Matttx) Weight 217 If) FT = 20 C BRACING - TOP CHORD Structumi wood sheathing directly aupphed (,1 2-6-2 oc PLJIMs. B OT CHC,RD Rigid eeiiing directly appi€eft or 4-2-2 oc bcacing- WEBS 1 Row at midpt 5-16, 8-13 REACTIONS. (Irysize) 2=1700l0-8-0, i t=17O010-8-0 Max Harz 2=-G4(I-(, 17) Max Upli€ t2=-467(L('; 8), l l--467(LC 9) FORCES, (lb) . Max. Cramp-tTGlax- Ten. - All €oroes 250 (1b) or less except when shown, TOPCHORD 2 3=-35071`2082, 3-4=-3254J1886, 4-5---2987/1808, 5-6=-409812424, 6-7=-409812424, 7-S- 4098t2424, 8-9=-298711808, 9-10=-325411E86, 10-11=-35071L081 BOT CHORD 2-18=-178813165, 17-18=-2103f3943, 16-17=-2103I3943, 15-16=-228814255, WFBS 3-18= 235/309, 4-15=-4711954, 5-1€=, 12461701, 5-16=-106(398, (" 16=-262(199, 6-15=-2821199, 8-15= 1061398, 8-13=- 1248t701, 9-13=-4711954, 10 13--235(309 NOTES- (9) 1) Unbalanced root Five Toads have been considered for this desugn- 2) Wind: ASCJE 7-10, Vi11=140rrph (3- second gust) Vasd=10€3mph; TGDL=4.2pst1 BCD1_-3.Opst, h =l5tt; Cat- 1t, Exp C, Encl., iRCpi=018, MWFRS (envelr-,pe) and C-C Exterior(2) zone,C-C for inembers and forties & MWFRS for reaciicns shown, Lurnber DOL,-.1,64 plate grip DOL=1.60 3) Provide adequate drainage to preveaat water ponding- 4) All plates are M 120 plates unless othemse indicated- 5) This truss has Leen designed tot a 10.0 lost bottom chord live load nonconmlrrent with any other live loads. 6) ' This truss has been designed tot a live load of 20 Opst on the b(>ttor i chard in ail areas where a rectangle 3-6-0 tall by 2-0-0 wide will III between the bottom chord and anv other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100It) upGfi at )olnt(s) except (It=1b) 2=467, 11=467. 81 "Semi -rigid pltchbreaks with fixed heels" Member end fixity model was used in the analysis alld design of this truss. 9) "Thus manufactured product is designed as an individual building component. The suitability and use of this eotnponent for any particular building is the responsibility of the building designer per ANSI TPI 1 gas referenced` by the building code " nrk A. Allrawi PE ki ,lti"sFF h » t Parke E)V Fivti. "<tar FL 336'il CANJanuary 23,2018 WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev, 1010312016 BEFORE USE 11""4 itl rMlIf 1it.a= IdvtitilthM1 k, nut la., Ihl::.fevslt e,tsav I-,J',? I Its 1 ( 11r turret IV ;r, n i1 la'. III, jl'+1.111 010"1, :mt 1,•nLn,'I 14usv 4Y I m [k"f w u-' III(' k NI In;l f, s11r < i IT',nI my ,tug ,it fit rt 111,' r f S 1,In I wa n n t 1 , <), i 1 v t")II, In 'if .'1 tl+ ihi, int it,,, t1 t>,af-1r1x11u.r Ilt, t,StnP,It"' II,I"r4(""'"IEi1ckHkO rtn,lR=tl„aril}4ti xr*t,n,V-i h-l'Iltrnlntx,Is--nly-t?ifltvnTllrl,rx laiv:xtl{x[nratx=athlrina ITek 1, Ti ti firer 1 rit I k 1 t It alitk .ai a I" i + .1 t It t{mazes `lt ¢, "aibi I •1 r n<it nk ¢v a1rS ta" i,xdv,tnr3 xi': (or ;lr non t1 „7tt8 1! r, re lert lu ,.a then 67tqv. -rlp'n, tb ,1.. aSde, k ff. c ly, s_.. 8w, it I w t 1nu of ltti, it, I inrat 1vUrv._.. ,,,ANSI/TPI1 Quol" Criteria, DSB-89 and SCSI Building Component 6904 Parka East BNd. Safety lntormation a,,ati.t£ 4e li-m hwl PIal^ 3 N I e c tifrr">t >191" 11:1 A;3 'X It, III l . c, ?'t;g} q_ Tc,",V'a. Ft_ 336,10 Job Truss Truss Type City Ply WP0234 113025972 WPO2,34 A15 H'r, 1 1 007 ex F,mlSoulce Tampa Plant Coy. Flcridgy 7 640 ,, Aug 16 2017 M17ek Inc Tug, en 23 07 57.45 2018 Pago, I 11) AeAoATVyRAF-F51inF42W4lSypZqj.P JCYtfjrXZtQpl)9Pqk?Jsv)zgafiN7()L)ttllyjwzsYWq I 0_0 4-9-14 9-0-0 1546-14 22-40 28 11-2 35-80 39-10-2 44-80 45-8-0 4 9-14 110-024 _272, 6 7-29 '174 5X6 - 5 0o T_ 3X8 2A 4xC, r. 3X6 SX6 = 9 Scale = 1 78 7 3X8 - 17 14 13 3 X 8 6:02 MT20HS - IIlIl!1!IM 60 2 tAT20HS 3X8 -- 158 14 224-0 28-11 2 a5 8 0 448-0 400 && 14 6-7,2 8 14 T E ?__4 LOADING {psi) SPACING- 20-0 CS1. DEFL. n (Inc} 1/deli L/d PLATES GRIP I CIA, ?00 Plare Gnp DUD 1,25 TG O82 Veil(I-L) -053 15 995 240 M1,20 244/190 TGDL 70 1-umber DOL 1 25 P3 C, (,78 Verl(TL) -1 22 14-15 434 180 M-1-20HS 187043 BELL 0,0 Rep Stress intaf y E S WB 0,51 Horz(Tl_) 030 11 n/a n/a EICIDL 100 Godle FBC2014/TP12007 Matrix) Weight 221 lb FT = 20% LUMBER - TOP G'HORD 2X4SPNo.2 BOT CHORD 2x4 SP No-1 WEBS 2x4 SF1 No,3 REACTIONS, ( lbi'size) 2= 1700/0-8-0, 11 1700/0-8-0 Max Herz 2--58(I_G 17) Max UpJf12=-477(LC, 8), 1 1=-477(LG 9) BRACING - TOP CHORD Slructural wood sheathing directly applied- BOT CHORD Rqd ceiling directly applied or 4-1-9 oc bracmg WEBS 1 Row at nicipt 5-17,6-13 FORCES. ( lb) Max- Cornp,/Max. Ten. - All forces 250 (ib) or less except when shown, TOP CHORD 2-3=-3509(2066, 3-4--3320/191 6, 4-5=-3061/18351 5-6=-4760/2795, 6 7= 4760/2795, 7- 8=-4 760/2795, 8-9,-3061/1835, 9-10--3320/1916, 10-1 1 =-3509/2066 BOT CHORD 2-17=-1775/3162, 16-17--2326/4348, 15- 1 6=-2326/4350, 14-15-2329/4350, 13- 14 --'233101=i3,1 -! 3=- 179 !/_,' 62, WEBS 4-17=-47B/974, 5-17w 15561861, 5 15=-256/538, 6-15=-338/296, 6 8- 13=-15581861, 9 13-478/974 NOTES- (9) 1) Unbalanced roof live loads have been i considered for this design, 2) Wind: ASCE 7-10: Vult=140toph (3-second grist) Vjsd=108rnph: TGDL=4,2pst1 BGDt_---3,0psf , h---1 51t; Cat- ll; Exp G, Encl,, GCpi=(). 18; MWFRS (envelope) and G-G Exlenor(2) zone,;G-G for rnennbem and forces & MWFRS for rea(,,,trons shown, Lumber DOL=Iki) plate grip DOL-1- 60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates finless otherwise indicated. 5) This truss has been designed for a 10,0 pst bottom (.,hold live load rionconcuuent with any other live loads, 5) * This miss has been designed for a live load of 20.0psf "i the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottrim chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb Uplift at joint(s) eXcc!pl (Ih-Ib) 2=477, 11 =477, 81 " Semi -rigid pitchbteaks with fixed heels" Mernber end fixity model Was used in the analysis and design of this truss. 9) "This manufactured product I,, designed as an Individual building component. The suitability and use, of this component for any partic,ular building is the 1 ",ponsibirty of the building designer per ANSI TPI 1 as referenced by the bukfing code," om, h s A A lbi r = PE N ol 1,; 380 r0l7y* LSA, ink. FL C0 6,'N 6j"_4 Pat* e, E,,,jSt p a F 3 6, 0,1 t e January 23,2018A) k WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11411-7473 rev, 1010312015 BEFORE USE. t. e'j on, i t4 I, r u tvliAr)A t,)Il-irlla ,q"j - not it tu*lh) A il, livi'llll it I'll, in 11-I J)", lm,m4,i-NY MiTek t f in,,,, tiV,Iom%. - ANSI/TP11 Quality Criteria, DS9-89 and BCSJ Iliktilding Component 6904 Parke East BW scifely Information A 4o 4 is. I"ro, jj,J, .qlrq, l-, mwel, ',,,sile Nex. indli-1, VA "314 Ta,llr,,, FL 33610 Jut) Trus" Type City Ply wt`10234 7 1 M'5973 W1`0234 A16 HiP GIRDER 3 (j)o8b RefetenIence 0I. 2flor"ll I-, Lan-1 -0iY-F _6 7 640 s Auq 16 2017 MiTek Indriortes Inc Tue Jan 23 07 57 150 2018 Parte I I D: AeAoA r VyRAFF51t nF 42W4 I SypZqj - Iy65bMjsg4 B9VVIj57C N J Aovdp I hG , -IM(-49kq'l I07zsYW I 1-0-0 3-9-14 7-0-0 132 10 19 3 9 25 4 7 31.5-6 37-8-0 40-10-2 4480 4,5 8 0 3-2-2 6-2-10 6-0 14 60 14 6014 62-10 3-2-2 3 9 14 1-0-0 Scale = 1 78 4 5 OQ 12 5e3 = 3X8 = 2x4 3X6 = 3X8 = 2x4 5X8 L-_ 4 22 23 24 25 6 26 727 28 8 29 30 9 31 32 10 4X6 - 21 20 I'll 19 36 i8 37 38 39 17 title, 41 15 42 43 14 4x6 - 5Xe 2x4 SX8 5,08 2X4 6X8 5X8 4e5 0 0-0 (1-210 6 0-14 6_0- 14 5_0-14 Ptate- Offer- 44-8- 0 LOADING pst) SPACING- 20-0 CSL DEFL. III (iOc) 1/detl Ud PLATES GRIP I CL L, 20,0 PlWe Gnp DOL 1 25 1 C 0,93 Ve,?I(LL) -0,53 17-18 999 240 M120 244,190 T('1Dl-- 70 I-urnber DOL- 1 25 q (11 088 Vett(l L) -1 22 17-18 7433 180 BGLL 00 Rep Sttet,,,, incr NO WB 0,59 Horzjt-) 019 12 nia RIR BCDL 10. 0 Conde FBG20l4/TF`I2007 matrix) Weight: 7(G7 lb FT = 20% LUMBER- BRACING - TOP CA iORD 2x,t SP N(,),2 'Except' TOP CA10RD SIructwai wood sheathing directly applied or 4-8-2oc pkerns, 7 10: 2x4 SP No1 BLOT CHORD Rigid coiling direofiy applied o; 10-0-0 cc biacmg, BOT CHORD 2x(5 SP No,2 WEBS 2x4 SP No,3 REACTIONS. (lb/ sIze) 2-3396/0-8-0, 12=3396/0 8-0 Max Horz2= 46([-G 27) Max UpIll' 12- -1136(LG 4), 12- 1 136(LG 5) FORCES. (ib) - Max, Cornp,/Max. Ten, All forces 250 (lb) oar less except when shown, TOP (,'HORD 2 3=- 770112577, 3-4=-7756P2628, 4-22=-72 78/2486, 22 23---7278/2486, 5-23--7278/2486, 5-24w, 13511/4600, 24-25,- 13511/4600, 6-25=- 13511/4600, 6-26-- 13511/4600. 3 8- 29=- 1140413895,29-30= 31-32=- 11404/3895. 10-32= 11405/3895, 10-11=-7790/2640, 11-12-7726/21586 BUT CHORD 2-21--2299/6978,21-33---3826111471; 33-34-3826/11471, 20-34,-3826/1 1471, 20-35=- 3826/11471, 19-35=3826/11471, 19-363826/114713 18-36=-3826111471, 18-37, 4545/ 13(304, 37-38--,-4545/13604, 38-39=-4545/13604, 17-39--,4545/13604, 17-40-4545/ 13604, 16-110-4545/13604, 16 41-4545113604, 15-41 , 4545/13604, 15-42--- 2373/ 7210,42-43= 2373/7210, 14 43--237,117210, 12-14=z 2317/6999 WEBS 3-211441365, 4-21(i74/2422, 5-21=-467011594, 5-20=01514, 5-18, 754/2287, 6-18=-670/418, 8-17-0/567, 8 15-2461IB23, 9 10-15---1583/4652, 10-14--34/606, 11-14=--143/375 NOTES- (11) 1) 3- ply truss to be connected together with 1 Od (0. 131 `xX) nails is follows, Top chords connected as follows: 2x4 - I tow at 0-9-0 roc. Bottom chords connected as follows: 2x6 2 tows staggered at 0-9-0 oc- Webs connected as follows: 2x4 - 1 tow at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except it noted as front (F) or book (B) face In the LOAD CASE(S) section. Ply to ply GOnnections have been provided to distribute Only l0adS noted as (F) or (B), unless Otherwise ind)oated 3) Unbalanced roof live loads have bean G011SIdeted for this design 4) Wind; ASCE 7- 101 Vuit-1 40niph (3 second gust) Vasd=1 08niphl TCDL,4.2psT: BCDL=3,0psJ1 h=i 5fl: Cat 11, Exp Cl End_ GCpi=o 18: MWFRS (envelope), Lumber DOL= 1,60 plate grip LDOL=l 60 51 Provide adequate drainage to prevent water pending. 6) This truss has been designed for a 10,0 psi bottom chord live load nonconcufrent with any other live loads, 7) ' This truss has been designed for a live load of 20.Opst on the bottorn chord in all areas where a reclangie 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide CODrleGton (by others] of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except f1t=1b) 2=1 136, 12=1 136, 6*% dr A preaks with fixed heels" Member end fixity model was used In the analysis and design of this ttoss. ma s 4, A i b a F) i PE N o. K ;t a 80 MiTO U$A, inc, FL CAq 604 6914 E310 BNO, Tamr,,' l Fll 3361k, DaN January 23,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERA NCE PAGE M111- 74 73 rev10109l20 16 BEFORE USE. I " weir J, 11 i, $ 1l I Is, "I il V Wi it, Nti I "i" ` , , 1 l- 1-1, 11 w,, 1siren I, I , I , I , ")I Y 'q "t of - it, It, I tti tIi, wlit t, ; 1, 1 't <)I , it IIJ It r it i lit' Al i I , , 'I I q 'I " 't I n,A lutist V"IJ, 1 it,,(-", k l. t, the I 2 Ill, iinq i, t"is It 1"r , I " 1, 1 1 fy it " , , 'It 4 it ol 4111 V "I - Jo, If, Iw il 1 I I I , 'I ly it " , I , t , ) I, it r, , it , al It 1 III rr.111 jo"I'M Ill A41ill,"ol i,o MiTek 1, lk V , 11 tol t, `I + 31Y. 11111""'1 V ek h, n 1, 11 It, I -1 1: t I I, k ill tivsterm iA NSUTPI I Quality Criteria DS8 -89 and BC St SuIlding Component 6904 Parke Uisl Blvd Welty Informotton , iv,,lilot 4, , Q-1f, [lut" III, it,, 4k,lrlule, ? 18 N 1-, g,fit1 .,4 <'=r,;t,y_ Tart -pa FL 33610 Job Truss 7russ Type, Oty Ply Wi'02s4 i 3WM' 7S W!"0234 A 16 111P GIRDER 1 00 3 lot) Reference 7.640 s Aug 16 21017 M,Tek Industries. Inc. Tue J.n 2`1 1,17 L 7 50 2019, iD:AeAoATVyRAFF51ri)f-42W4lSypZqj-ly65t,)Misg4B9Wb67CNJAOvdl)!I)GH,Mc49kr NOTES- (11) 10) Hanger(s) or other connection aevice(s) shall be provided sufficient to SLIPPOT1 concentrated ioad(s) 203 Ib down and 203 Ib Lip at 7-0-0, 105 Ib down and 1('j7 Ib Lip at 9-0-12, 105 lb (town and 107 Ito Lip at 11 -0 1 2, 105 lb down and 107 11p till at 13-0-12, 105 lip down and 107 11) up at 15-0-12, 105 lb down and 107 Ib up at 1 7 0-12, 105 lb down and 107 lb tip at 19 0 12, 105 Ib down and 107 Ito Lip at 21-0 12, 105 In (town and 107 It, up at 22-4 0, 105 lb down and 107 Ib up at 23-7-4, 105 (b down and 107 Ib up at 25-7 4, 105 ib down and 107 Ib up a, 27-7 4, 105 Ib down and 107 It, up at 29-7-4. 105 In down and 107 Ita up at 31 7 4, 105 In down and 107 In Lip at 33 7-4, and 105 Ib down and 107 lb tip at 35-7 4, and 203 (b down and 203 If) Lip at 37-8-0 on top chord, and 317 (IJ down and 109 It) tip at TOZ,), 61 lb down at 9-0-12; 81 Ib down at 11 -0-12, 81 lb down at 13-0-12, 81 Ib down at 15 0-12, 81 lb down at 17 0 12, 81 Ib down at 19-0-12, 81 10 down at 21 0 12, 81 Ib down at 22 4-0, 81 lb down at 23 7-4, 81 lb down at 25 7 4, 81 Ib down at 27- 7-4, 81 Ib down at 29-7-4, 81 lb down at 31 7-4, 81 Ilb down at 33-7-4, and 81 lb down at 35 7-4, and 317 lb down and 109 lb tip at 37-7 4 on bottom chord - The design/selection of such connection devt(.c'(S) is the responsibility of Others, 11) " This qiank.lfaOlued product is designed as an individual building component. The suitability and use of this component for any partic.ulat building is the lesponsiWity of the budding designer per ANSI 7 PI 1 as referenced by the building code." LOAD CASES) Standard 1) Dead , Roof Live {balanced;: Lumber lnctoase-1,25, Plate .25 Unitofm Lcaii:N' ([W) Vert: 1-4=-54,4-10=-54, 10-13=-54, 2-12=-20 Concentrated (, oads, ( ' 1b) Vert, 4- 156(B) 10=-15613) 21--317(8) 5=-105(B) 20=-58(B) 18=-58(B) 6- 105(B) 17=-58(B) 8,_-105(B) 9=-105(B) 1 14= 317(B) 22=-105(R) 23= 105(B) 24= 105( B} 25= 105(B) 26=-105(B) 27-, 105(B) 28-105(B) 29-105(B) 30-105(B) 31"-105(B) 32=- 105(13) 33=-58(5) 34=-58(B) 35-58(B) 36= 58(B) 37=-58(6) 38 --58( B) 39-58(B't 40=-58(13) 4l.-58(F_) 42=.58(B) 43=-58(,B) Al, WARNING - Verity assign parameters and READ NOTES ON THIS AND INCI.I.IDEDMITEKIREFERANCE PAGE Mft-7473,ev. 10103120156EFORE USE, A441ti,q, A 1'Illj J I MiTek' in, J lui,,yli-ms, --ANSI/Ttill Quotity Criteria, DSB-89 and B'cSI Building Component 6904 Parke Exist Pied. Safety Information , rv, lil, 114, il-m ];,I,, Il, it,, ltl'WO"' 116 N I "llie i 1 Nrxcrn ?t"'A 'I Tompo I'l- 33610 Job -... -..... Truss -..... Truss Type Oty Ply WPO214 _ 11.30 Os7.9' W P(}234 B 1 Hip 1 1 017 Jot) Rrfeienea o tionaij Bu idt r; Fh.1sc u ce- Tampa Plant Cav- Fiowra 3356C, r 640 kiq 16 2017 MITek Induaines. Inc. Tue Jan 23 07 7 56 _018, Page 1 I C.AeAoA'T-VyRAFF51n1F42W 41SypZgi-VVUb6H5pttiXC l (.lprfg2T2Lt)yicvzaEA.. KaF P8gg _,,Y W d 43-16 t 1J-5-1 `_.._.25-21 30-'U_ 3F_b4t 40-4-2. _ 4480 458i013-914......._____.-_ 5-8-2 5-8-2 5-9-14 5-8-2 43-14 1-0-0 5 OO 74 X8 4 Sx8 Sx8 2x4 5x6 s 6 a 2x4 ; 6xA- 9 10 Scale = 1 78-1 5xG 21 20 19 18 17 1e 15 14 56 = 5xt1 -- 4,10 MI2OHS -. SxH - 2x4 5x8' - 4a5 7x1U WE - 2x4 '' LOADING (pst) SPACING- 2-0-0' TC'LL 200 Flute GripDOL 1,25 TC,DL 7-0 Lumber DOIL 1-25 BCLI_ 0.0 I Pep ` lTeSS inGr YES BCD€_ 10.0 Code F[3(1;2014/TP12007 LUMBER - TOP CHORD 2x4 SP No Except' 4-7,7-10: 2x6 SF No BO i` GIAOF40 2x6 SP No.2 WEBS 2x4 SP No-3 OTHERS 2x4 SF No.3 REACTIONS. (lb/size) 2=1700/0-8-0, 12=170010-8-0 Max Horz2=-52(1 (, 13) Max Uptift2= 487(1_(.' 8), 12=-487(LC 9) wv CSI. DEFL. n 11oc) TC 0.50 Vet1(i-L) -0-501 8 BC 0,9i Vert(Ii-)-1_1517-18 V;B 0.79 Hol2ji-) 0,24 12 tmatrlx) BRACING - CHORD BOT CHORD W EB1 FORCES. (ib) - Max. Comp./Max. Ten. - Ail forces 250 (lb) at lass except when shown. TOP CHORD 2-3=-3629P2121, 3-4-3469t1989, 4-5= 323511908, 5-6=-5485/3175, 6-7= 548513175, 1 1-12=-363112123 ROT CHORD 2-2'1 183913279. 20-21-2553/4748, 19-20= 255E/4748, 18-19=-2556/4748, 17-16=-296515480, 16-17=- 2965/548G, 15-tc-296515486, 14-15-1670/3197, 12-14=-1 R5813261 WEBS 4-21-528/1051, F 21M 179611008, 5-18=-460/896, 6 18=-3100r260, 8-15=-900/474, 9-15- 3521296, 10-15=- 1021/1833, 10-14=-381296 fceti 999 4' 9 fir a 44- g- 0 5-9 14 800 L/d PLATES GRIP 240 M 120 244/1, 90 180 ` 0120HS 187/143 111a Weight_ 284 lb FT - 20% StRIGIUiai wood st eathmg directly applied or 2-11-1 oc puili s Rigid ce: ing directly applied or 4- 3 11 oc bracing 1 Row at mldpt 521 NOTES- (9) 1) llribalanced toot live loads have, been considered for this design- 2) Wind: ASCE 7-10; Vult=140rrtph ( 3-second gust) V :1sd=108mph; I GDI_ 4.2psf, BCDL= 3.Cpsf; h=1 `~ft, Cat- 11, E xp (" t lnc.l_ GCp1=0.18; MWFRS (envelope) and C ; E_xterior(2) zone;C-C: tot mornbeis and forces & MWFRS for reactions shown: Lumber DOL=1 60 plate grip DOI -1.G0 3) Ptovlde adequate drainage to prevent water ponding_ 4) All plates are MT20 plates unless otherwise indicated- 5) This truss teas been designed for a 10-0 pst bottom chord live load I-MIGOncufrent with any other live loads. G) ' This truss has been designed for a live load of 20.0pst on the bott: rn =chord in ail areas where a tectangie 3-6-0 tali by 2-0-0 wide will fit between the bottom chord and any other mernbers. 7) Provide mechanical connection (by ('thers) of truss to bearing plate capable of withstanding 100 ib uplift at joint(s) except (11=11b) 2=487, 12-487, 6) "Semi -rigid plteflbreaks with fixed heels" Member end fixity model was used ir, the analysis and design of this tmss- 9) "This rnanufactutpd product is designed as an individual huilding component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPt 1 as referenced by the building code-" mas,A 4Li1;PENt 1191,t11a FL%t1" 6634 004 P&,*ti E RS Siva, 'a t , FL 336 1 0?' N January 23,2018 WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANGE PATE Mil-7473 rev 1010312015 BEFORE USE. I 1 t , ;,Iy 'oth Oltt F •. t?n „ 1 w' i h,tr,E tit t,W' I: i ,t<. ih<! ttl 1u x) I" 11 1 i2, tst tit tho 44 It t ttsty ,. f 4 `u a t :ti si x*Ic tti <. ii I i .tIY sip ii ,t 1tc >h its i .u..it int tlx ,,.., t 511 t xal In t l .tt, h3v, 1n (n a,.z ar fh-=. zEcx 1"Ii i,r, ", W txt' i , it i'lit, an+xtiiMiTek' t atsuy t ii 9i if t Sit vtitY -rn ft {[ ciiI(4,2tt {"satt3 ( ns u:Et iqx x17 (a°,I,tN,fam.:x t*• Ist,3<iiri=xf i}uk £ui•-tc>:pzi 43i;s31hcx t. thu< <Nf n, sb w x.; 1< kti=,x>` esu f3 x, ttxi t t. r tn1L 1 tm""" to 1 ae,AN$117N1 f Quality Crltefla. DSB-88 and BCS1 Butting Component 5904 Parke East Bkd Safety information ,a xi1k 1<a Eton itttss !'kt1cU,stit+a+. yl N {,,: Stt<>a .,tni,=1' Ai run Fi r !r', 7I>I9- Tsmpa,FL 33610 Job irus^. _ 7russ.'Cype Oty ..Ply wP023a -.... wP0234 B2 Roat Special Glider Oi8 Jot" Reference aPtionai Ruiiders Elr,lSatuce- Tampa - Plant ..ity_ Fkrida R'3566 u - _-_- 7 (40 , Aug-t 6 2017 MiTek indumneI, Inc. Tve Jrzn 23 07." 00 2018 Page t ICJ AeAoA t VyRAFF51tiiF42W41SypZgj-Stjthnr7J8$tj7s2tiTVW 001 Y3jek6CdljuEIYzsYk, 1-0-4 7 Cl Cl1-) 10-4-01 111 4 4 16-9-12 a _ __._.,_.__._.. 30 8-f-f i1_a-6 37 £i-0 ..- ._---__ 44-t1-G 4F-0-p Fla- -0- 7-0-0 0 3-4-C tQ-6 --r1?_ 3-4-H 5-5-1- 1-0-0 f-o0 7-0-0 1-00 Scale = 1:61 6 5x8 =-- 5xfi Ott 12 Skid -- 3 22 4 5 5x8 - 3x4 3xFi 2x4 ' Sx6 ` Sx6 A 10 27 28 11 3x6 =- 2i >o i8 17 15 14 3x6 -.. 29 19 30 31 32 33 16 34 35 2x4 3,,8 3x6 .- 3x4 .__. 5x8 .. x6 .__ 3x4 - +x4 -._. 7-41-0 10-4 4 i?-4-0 16 8-0 1f °-12 21-0-0 5 2-4 2`-4 0 308-0 31-8-0 31 8-0 44,8Q^ 7 0 0 3.4.0 1 L` ` 5-4-0 0-1,-12 42 i _.. _ 4-2_4 0 5' 12 S-4-0 1-0-0 E f? 3 7-0-0 i,e tPsefs X Yt( 0 5 tit 2 8 ;C d L> a Lan : t 41 T?;p-3-G 4 ---- LOADING (psi} SPACING- 2-0- CSL DEFL. in floc) lidett Ud PLATES GRIP TCC.L 20,0 Plate Grip DOL 1-25 TC 0.89 Vert(LI-) 0.19 17-18 >521 240 k1120 244/190 TUA, 7.0 LurnberDOL 1,25 BG 100 Verl(TL) 0,4717-16 212 180 BOLL 0,0 ° Rep Stress Incr NO 1.NB 0,68 Fiorz(TL} 0.08 12 n1a va BGDL 10.0 Code FBC20141TP12(107 {Matrix} Weight; 213 Ib FT = 20% LUMBER- EIRACING- TOP CHORD 2x4 SP No -2 'Except' TOP CHORD Structurai hood sheathing directly applied 5-7,7-9, 2x4 SP M 31, 10-11: 2x4 SP No-1 B0 J CHORD Rigid ceiltng directly applied or 3-11-6 oc bracing. BUT CHORD 2x4 Sr' No-2 WEBS 1 Row at nlidpt 5-18, 6-17, 9-17 WEBS 2x4 SP No REACTIONS. All bearings 8-8-0 except Qt=length) 2=0-8-0, 12=0-8-0, lb) - Max Norz 2--46(1-G 32) Max Uplift All uplift 100 In or less at joints) except 2= 318(LC 8), 183 b23(€_C', 5), 17=-765(1-C 4), 12=-408(LC 9) Max Grav All reactions 250In or less at joint(s) except 2=951(LG 19), 18=1820(LC 19), 18=1814(LC 1), 17=2080(LC 20), 17=2071(1-C 1)3 12=1'i34(LC 20) FORCES. (lb) - Max. Conlp.tMax. Ten. - All forces 250 (lb) or less except when shown- 1 0P Ct D 2- 8,,1 v, 2;. /, ,C, 22 14-37/, 1 15 1,'1 1309r,1 6, t b 2 87 33. 6-23= 41 Qt1269, 23-24=-41011289, 24-25=-41011269, 7-25- 41011289, 7-26=-410t1289, 8-26=-410/12.89, 8-9= 41011289, 9-10=-1506/582, 10-27=-1928t751, 27-28=-19281751, 11-28=-19281751, 11-12=-2167,780 BOT (FIORD 2-21- 470/1474, 21-29=-47311496, 20-29=-473/ 1496, 19-20=-300(1029, 18-19=30011029, 18-30=-1033/371,30-31=-1033/371,31-C32=-'10331371,32-33=-1033t371, 17-33= 1033l371, 16-17=-37811156, 15-16--37811155, 15-34- 490/1448, 34-35= 490J1448, 14- 35=-490(1448, 12-14=-65511916 WEBS 3-21=-71t516, 3-20=-3571157, 4-20,0/259, 5-20=-2081491, 5- 18=-22641736, 6-16-605036. 6-17=-304(131, 8- 17- 6301390, 9-17=-2685IS457, 9-15=-312/744, 10-15--273!'u68, 10-14-227(543, 11-14--01412 NOTES- (10) 1) Unbalanced root live loads have been r.oilsidered tot this design 2) Wind: ASCE 7-10; Vuit=_140rnph (3-second gList) Vasd=108mph; T CDL- 4-2psi; 8GIDL=:3.0pst; h-15ft, Gat, 11, Exp G; Encl., GGpi-0, 18; MWFRS (envelope), Lumber DOI_-'1.60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water pending. 4) This mass has boon designed for a 1 o,o pst bottom chard 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 tail by 2-0-0 wide will tit between the bottom chord and any other members. 6) Provide trechanical connection (by others) of truss to bearing plate capable of withstanding 318 ib uplift at jol1t 2, 623 Ib uplift at joint 18 765 in uplitt at joint 17 and 408 It, uplift at joint 12, 7) "Serni-rigid pitchbreaks with fixed heels" Member end fixity model was used [n the analysis and design of this floss - WARNING Verily design pararnerers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev, 10/0"015 BEFORE USE t"',,Sit' It1 t F SE'- i iY ifti roil 1,.k 'Fin i q( It {S t 41 It 11, 1, it `I '111 y'11: i I .it"i[i1,,I Is It II. )II i th ( t ,A I, It I, I. tl fail $4I} 4,: t ij I4'n I, tt'I 1larssy t i t flr[y kI,," thel utl tots) ieaklii , [mill uty tbc .g{At It'or IY; 4, It) I,if it I il 1 11 wt lra 1,'tiyP ^IF k,I it, 111 i,*,iIIirl II e_, ,erulI Ivit, Sin24-I-t n, N, i,'ikicl In$e =,)l-I 1l I -I i,v nthki-ki0m Inii.=l,.i 11 lti,,m,t et1/-1 -1,> iI"t .as lily'-Aililt, vtvi11„mlwa<-kkY,in. It-m-n<^1 ill xl i1Ttva;^,1,.2kit,<ih,i xi i[diiry.)rvfh•44cwsuti'"ibA-sea`iEE t.it:4c ix'ia,alai lnfury arxi r,"EK 1t,knn xk< Ior;r„rk„1 al ;} ut'i wl ,'u',}al ftn,t th<-> Sat ve :<kli'a t, ti<s 1,te it Im"Y, e-v:" It, <9,1 bt I :m"I ,A livac^a it,, Itlill -1,l IT)z sr ieANSIfTPII Quctlily Cifforld, DSB-89 and SCSI Suilding Component Safety Information , ry kil' it.le iron, Irk is, 11,ir, It stdute, itt N I-, Slu',,Iti,Iflo i 1; t`Voxan tR= 1 ','A 72314. r,om+s A, ,Allaam PE No.1t1.i5C i,AkTey, tjS , ,u FL Conn' 6EN Dille January 23,2018 Niil' 6904 Parke East Blvd. Tanya. FL 33610 truss 'rype Qty Poor SpecW6,,der 1 018 I 13015 J75 7.640 s Arslk 16 2017 WA Industries. Inc Ttie Jari 2-107 68 00 2018 Page L, IC,:AeAoA'TVyRAFF51niF42W41l,ypZqj Stjtlinr718SI17s2nTVWQ0IY3),,.ki6CdljiE1)'zsYWb NOTES- (10) 8) Hanger(s) or other connection device(s) shall be piovided sutflGtont to support concentrated oad(s) 124 lb down and 107 ]b tit) at 7 0-0, 105 lb down and 107 In kip at 8-8 0, 105 Ib down and 107 lb tit) at 10-4-0, 97 In down and 109 Ib kip at 17 4 12, 89 Ill down and 105 In kip at 19-6-4, 89 lb down and 105 lb tip at 21-6-4, 89 lb (town and 105 Ib tip at 23-6 12, 105 lb down and 107 lb up at 31 8 0, 105 Ib down arid 107 Ib tip at 33-8-12, and 105 Ib down and 107 Ib kip at 35-7-4. and 203 lb down and 203 In up at 37 8-0 on Iop chord, and 260 in down and 109 Ibup of 7-0-0, 81 It) down at 6-8 0, 317 lb down and 109 Ill tip at 10 3-4, 72 lb down at 17-4-12, 72 Ib (town at 19-6-4, 72 lb down at 21-6 4, 72 lb down at 23-6 12, 260 lb down and 109 Ito LIP at 31-8-0, 81 Ill down at 33.8-12, and 81 Ib down at 35 7-4, and 260 Ill (town and 109 Ill Lip at 37 8-0 on bottom chord. The design/selection of such connection deVIGe(S) is the responsibility at others. 9) In the I,0AD CASE(S) section, loads applied to the face of file truss are noted as front (F) or back (B) 10) "This ri-IRD1.1faCtUred product is designed as an tridividuai building component. The suit bIlity and use of this component for any Pailicular building is the responsibility of the building designer per ANSI M I as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Root Live, (balanced) Lumber Increasez-1.25, Plate lnctoase=1,25 Uniform Loads (pill Vert: 1 3= 54, 3-4--54, 4-5= 54, 5 9---,54, 9 10=-54, 10- 1 1= 54, 11 13-54, 2-12--20 Concentrated Loads (ib) Veil: 3,-105fl 4=-105(F) 11=-156fl 21_-260fl 20=-317(F) 15=-260(F) 10=-Ii 14--260fl 22=-105(17) 23---97(F) 24=--89(1-) 25=-89(F) 26--89(F) 27r-105((=) 28=-105(F) 29---58(H 30=-36(F) 31=-36(F) 32=-36(F) 33=-36(4) 34=-58(F) 35=-58(F) AA, WARNING, Verify design parameWs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AVI-8M73m, IOV312016 BEFORE USE n"o, , Inv, Ai I ("t ....... Illy "Ath M11"k - 1-1i Ihis- jeq ll, 1, 1, a,, "I , ,I "l, I . 4 In "'ll, 1i i, (-I , g, In. ii'l, Sit, It t , , lfil 'fx't 4, 1 , 'I l iot", 11- t'l9l, 1411 It-, ljj4v "t littv -(, J-i,jn lo, I '41y 1- ,I e'I' )te, khk, 4-4"In ("I' , It,,, , v"lotl W91, h.tBfincy, Mi.Tek I, Vk , lti, 'n, 'I, w4j", <Ioiv,aY , n- it, "I and I+ I, it to "t t, I I Ire avat=-trn, roANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parka East Blvd. Safallyinformoillon = 1v>fl at de ft-n, ftus, H'W, Imtkut". ?W N Famp" R- 33610 Job Tru W P02,14 Bj I Truss Type Oty Ply Wit'0234 IAf,',K OPEN t2 5 rt019 1,,1, co Nwpci Plant city. Howl,, 33566 7640s A,,q I62017 Wekindwtnes Inc. l ue Jan 2307 tl804 201B Flitge I IDAeAoATVyRAFF51r)1-42W41$VpZqj.Stjthi)r7J8Slj7s2nTVWC)QlkFjt9tC,iidlj,iElYzs 100 1 F6- - -------- - --------------- ------ - 1 0-0 Scale 7 1 6.6 2YA --- LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. to (loc) I/dell L/d PLATES GRIP 1 CL L 200 Plate Grip DOL 1.25 T C 0,09 vell(LI-) 000 2 >999 240 MT20 2441190 TCDI- 7,0 1-umber DOL 1 25 BC, (),at ve;I(i 1-) 0,00 2 >999 180 BCLL 0,0 Rep Sirens Inci YES WB 0 W liorzjl-) 0 00 3 11 /a I va RC DL 10,0 Cocle FBG2014fTP12007 Matrix) Weight: 5 it; F-1 201% LUMBER- BRACING - I OP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing dircotty applied or 1 -0-0 oc purlms BOT (" I i0RD 2xl SP No2 ROT (,,H()RD Rigid ceiling directly applied ,It 10 0-0 oc bracing. REACTIONS. (Ib/ size) 3=-8/Mechanical32=125/08{),4=9/Me(,F),i!iic<iI Max Herz 2=30(L C 8) Max UpIrft3=- 8(LC 1), 2-----69(LG 8) Max Grav3= 15(LC8),2=125(LG1),4=18(LC,3) FORCES. (Ib) - Max. Comp./Max. Teti. - All forces 250 (Ib) or less except when shown NOTES- (7) 1)Wind: ASGE7-10; BCD(-3,0psf, , h=1 5ft , Cat, 11, Exp C I E nd_(' GI)i , 0, 18 MWFRS (envelope) and G-G Extrinor(2) zont,:G-C formornbers and forces & MWFRS !of reactions shown, Lumber DOL=1.60 piate gnp D(D[- 1.60 2) This trus,,, has been designed for a 10,0 pst bottwf-i chord live load nonconcutrent with any other live loads, 3) ' This truss has been designed fora live ioad of 20,0psf on the bottom chord in all areas where I te0aingle 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 connectlorlis, 5) Provide rneGhan; Ga( connection (by others) of tiuss to bearing plate capable of wM)slandinq 8 lb uplift at joint 3 and 69 lb uplift at joint 2, 6) "Semi -rigid pitchbteaks with fixed heels" Member end fixity model was used to the analysis and design of this ttliss. 7) "This rnam it act r trod pt edit ict is desired as an, individual building component. The stplabirtyand kiSe Of this Gffnponenl far any particular building is the responsibility of the building designer not ANSI 1-111 1 as referenced by the building code," Tt,omiIs A Aibanl fE No,3 340 tkTak U,$A, 4w F1, Ceft 3t 34 69U Prkq Eit, 4 Nvd, FL 33615 D'Aft January 23, 2018 WARNING - Vedly design Parameters and READ NOTES ON THIS AND INCL UCEO MtTEK REFERA MCE PAGE MY, 7473 rev. 10/03,20 15 BEFORE USE, I o1 11, v. Al, I I " , j", , , 't Ily -rfh Will ,K, , I,r . - 1-f, Nt, I"* I l I, I - - V I :,N v , q , t l I li 't , " qt'fsI 1 . ..... F I , , It t I Is (, 'i , . l 1 11,+ It l, )I t 't ill, fit a 1, 'n 11 - r " " 11 1 - I I tit to. y% Iel " N, Iri " I:,, % It w I I A 34,i) - 1"wp " t tl ,I is I .-, ti I ty tit If I 'It' , A'o I tv I , 1, tool, I `.It I .... I'l, in, i ['I"[ "itv Ile lilr- I'A" IN, Nil t utkisno f,skor,, [it. r, til'i I" I't-v-111 I At' krtlo -t it, ir"i'llp if Im", "A - III, 1/,i , h-i, i -,i, , nly I-Ia,v I MiTek' I, IL, ,zit I " 1"i, , i f"i 't it 4111Y 11, I r- I ,, V, ill , '41, A ""'91 l I , 'VA +, , 'i -I I it 9 It $11, 11 " I I'l "I , :i IV , j l, , " rip" 1 1 " , : I , I It , 911, 1 tree it I{ 11-n "'I"I ) I i(,, $, liv''i V, tv, ii-I I v , I I "o, III I N, ,,- ); I, I ttr I, sv,t,,t-, s, s,,,AffSIjTPI I Quotily Critorta, DSB-84 and BCSI Building Component 6904 Nake East f"I'd Safety information , I/, 91 it -1, r t''Ift Ims", Wit,. rnAJIWa, :III, III <w the l, 311 111, 1, VAt ,,l:lt4 Tiwilx, FL 336o0 1 (u," Type Dry Ply WF102314• T 002'_:977 Jack op- 1 020 I. Job Rae,enc.e (onbonil) Job Truss W P0`,'14 Eiuiders First Sc arse. "a P-a Pia 7.640 s Aug 56 2017 Mi I ek IndrI.Mtries_ In(, I Ile jarI 58 I) 1, 1) : AeAoA T Vy RAF 1`51m]`42 W 4 F ypZqj x3FiFv7t14SaL)L-HREi-F.30lzElvk7CLRjl 100 3-0-0 2, A zsywa Soule-, 1 10 9 LOADING ( psf) SPACING- 2-00 CSL DEFL, l Ioc) [Ideft Ud PLATES GRIP TOLL 20,0 Plate Grip DOL 1.25 7 C 0,13 1Jett(1A,) -0,00 2-4 >999 ' 240 MT 20 2441190 TGDL 70 Luiviber DOL 1,25 B 1"', 0,06 Veil (_T L) -0,01 2-1 ,999 180 F - Gi_L 0 Rep Stress Incr Y(S WP 000 Hor"(Ti') -0,00 3 rota n/a BGDL 10,0 Code FBC,'2014/TP12()07 Matrix) Weight 11 1,,) F T = 201 5 LUMBER- BRACING - I OP CHORD 2x4 SP No 2 TOP CHORD Structural wood g directly applied Qr3-0-0 oc, puilins BOT GHORD 2x4 SP No.2 30 T (,A i0RDFiLSaid ceilmg directly applied or 10-0-0 oc bracing, REACTIONS. ( tlolsize) 3=52/Mechanica4, 2=, 1 t1 1/0 8-0, 4,_-26/Mechanr(,,a1 Max Hryr72=-59(LG 12) Max UpH1I3_-_-42(LG 12), 2-72(LG 8) Max Giav3=52(LG 1), 2=187(,LG 1), 4=52(LC 3) FORCES, ( 1b) - Max. Comp./Max. Teri. - All forces 250 (b) or less except when shown. NOTES- ( 7) 1) Wind: ASCE 7- M Vkilt,140mph 2-second gust) Vasd 108rnph ' TGDL=4,2psf i BGDL,-i3Opsf tl_ I 5tt Cat. It: Expi C , i Fnci_ G(;pi,0,16i MWFRS ( envelope) and G C Exterior(?} ZOne;G-C, for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOI- 1,60 2) This truss has been designed for a 10.0 pst horlom chord live load nonc,'oncurrent with any other live loads. 3) ' This truss has been designed for a live koad of 20,Opst on the bottom chotd in ail areas where a rectangle 3-6-0 fall by 2-0.0 wide, will fit between the bottom chord and any other members, 4) Rotor to girdet(s) for truss to truss connections 5) Provide, me(Iratircal connection (by olLyets) of floss to bearing piate. ,,epable of uthstanding 42 lb upktt at joint 3 and 72 1b uplift at joint 2, 6) " Semi -rigid pilGhbteaks wilh fixed heels" Member and fixity modef was used it-, the ananysis and design of this liuss, 7) " This manufactmed product is designed as an individual building cornponent, ThG suitabilrtyand use or This component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building Code." Tt1o" as A Alhani RE NOIIIHO IqIC' o USk lne, L C0 HU 6K4 Pade E rst 7,f pa Ft, ?3610 Date January 23,2018 WARNING Vefify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10,0"01SBEFORE USE. t, k, sVt Erg Ii,1, a, ii-, It,,, kiiHlt i -oh, it j41, , A ally ''1 1, , )""A"i, n, I i t-j -Y is v , q -1, )1" IN,, 'j"A'In a,r, It., III, i ItrIP'l :It I[IIIIII fit e k I'in,r it 1 ip L k mi I i, l 1, xt,tlily to t l" t I ...... 0 m ,,1, 11 a I, my if if -I . :I t "', I III •" I, I- yIew , if :nod A I, iii " 1 Itxa fl, i zt^s Ie, AoIK,,V, owlt<)nolvj 1"'IcIn<l 'I im"", p,j m-ANSI/TtIll Quality Criteria, DSB-84ond SCSI Building Component 6504 Parke East Blvd. Safety ;nformation - ry Aotie ham crass Pkrt Iry Mule. 5 it H TIII)pa F1_ 33610 Job Truss Truss Type Oty Ply Ni"(1234 T 1'302S978 WPO234 BIJ5 JACK -OPEN 12 1 021 etx E, ----,_— City, City R1111do 33566 7.640 s Aug 16 2017 WT A Industries , Inc.I ue Jan 23 OF 58 9 1 2018 Page I 1[):AeAc)ATVyFtAF'F51nif=42W4[SypZq1x3HFv7rl4SabLIARE(-130izEaqc79SRjlri)(,iNeoH zsYWa 5- 0 C) ------- - — ------ 5_ 0_0 Scale = 1 15.1 2A 5- 0-0 5_ 0 Q LOADING ( psf) SPACING- 2-0-0 CS1, DEFL. in Ioc) 3/dell Ud PLATES GRIP TGLL 20.O plate Grip DOL 1 25 TC 0 39 Vefl(LL) -0,03 24 >999 240 MT20 244/190 TCDL 70 i_umbet DOE_ 1,25 BC 0,26 Verl(TQ -007 2-4 ,,820 1801 BOLL () () I Pop Stress Incr YES W13 0 00 Hor2(ll_) -000 3 n/a lVa BGDL 100 Code, FBC2014fTPI2007 Matrix) Weighl: 17 it) FT = 20'74 LUMBER- --- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood Sheathing dilectly appited of 5-0-0o(.' plarns, BOTCHORD 2x4 SP No 2 BOT CHORD Rigid coiling directly applied or 10 0-0 oc bracing REACTIONS. (lb/ size) Max Herz 2=91 (ILC 12) Max Uprift3- 81 (LG 12), 2= 75(LC 8) Max Grav3= I 14(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES, (lb) - Max. Gornp./Max, Ten. - All forces 250 (ib) or less except when shown, NOTES- (7) 1) Wind: ASCE 7-10; Vult=140111ph (3-second gust) Vasd7_108mph; TGDl_,_-A2psf: BGDL=3,0psf; h--15ft: Car, if Exp C, End_ GGpi-,018: MWFRS (envelop(,) and G-C Exterior(2) zone;C-C for iiiernbefs and forces & MWFRS for reactions shown; Lumber DOL= 1,60 plate, grip DOI- 1.60 2) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' -1 his truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a teclangic,, 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 COnnOGIlon (by others) of truss to bearing ph, re capable of withstanding 81 lb uplift at joint 3 and 75 lb Uplift at roini 2, 6) " Semi - rigid ptchbrw*s with fixed hoes" Member end fixity model Was riled in the analysis and design of this hus's. 7) "This manufactured product IS design i as an individua€ building cornf:lonent_ T he suitability and rise of this component for any particular building is the responsibility of the building designer per ANSI I P1 1 as referenced by the brvidtng code." honaii A Albam PE No,393H sIiTO USA, Itte. FL i071 H13A 004 P vko EW Sivo, 7a:nn,, FL 3361W January 23, 2018 A]k WARNINC- Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE U9,7473 rev, taI03,20156EFORE USE, 1,1, v,l,iis ii''k t,,,ily,,'lift tuft! ,,k: r'fs lhl, lot nn't , iry t1lit I'll IS NJ MiTek lliw Ovality Criteria, DSS-" and SCSI Building Component 6904 Parke Casi 6W Safety Information ovoll, it 4, if '11, WI, fqar(, lo,trfirfe. ?18 N 1,o Tw,'pa Fi- 33610 Job Truss Truss Type Oty Ply WF'0234 TM25,979 wr`0234 C,17 Dtiqonii Hp Girder 6 1 022 lob RetGrenocco'--ORt - -- ------------------- - ----- ------- r"hr,1 City FloCda 33566 7 640 , AL9 i(i 201 s e nc urines nc iue an 23 07 _,6 02 2016ape1 11):AeAvATVyRAFF51mF42W4iSy})lqj-PF,d6-rsNimiSyROovuX VR7'1&W0FA6iwV0NLpRzsYWZ 5-2 9 4-78 I scale -- 121,8 7 ----- - LOADING (psf) SPACING- 200 CSL DEFL, 11-1 Loc' l/dell Lid PLATES GRIP T C , - L 200 Plate Olin DOL 25 0.40 Ve0(I-[-) 0,05 6-7 999 240 M-r 20 244/190 T ("I D L 70 Lumber DOL 1 25 BC 061 Vwt(Tl, ' -0,13 63-7 841 180 BELL 0 C) , Rep Stress inct NO WB 029 14o,,z(TL) 001 5 rVa n/a B U',) L 10'a G'aoe FBG2014/7 P12007 Marlx) Weight, 40 1b T = 20' LUMBER- BRACING - TOP CHORD 2x4 SIP Nc,1TOP I10; CHORD Slructwaiwood he C11ysalhing(fire applied or 6, 0 0 Poilols BOT GIIORD 2X4 SP No.2 BOT CHORD Rigid ceiling (fil applied or 10-0-0 oc braoing. WEBS 2x4 SP No.3 REACTIONS. (Ib/soze) 4=127/MeGhitii(,,al,2-445/0-10-15,5=288/M(,,,ctiar)tcaI Max Hotz 2=131(LC 22) Max Uphft4=,-87(LG 4), 2= 145([-C 4), 5--81 (LC 8) FORCES. (lb) - Max, Comp./Max. Teri, - All forces 250 (Ibi, or less except when shown, TOP CHORD 2-8=-769/203, 8-9=- 143/216, 3 9=-709/21 1 BOT CHORD 2-1 l.-276/707. 11-12=-276r107, 7 12=-2761707, 7-13----2761-707, 6-13= 276/707 WEBS 3-7=0/308, 3-6=,-761/297 NOTES- i'9') I)Wind: ASCE TGDI-4,2pSf1 BGDL-30pisfl h=15fJ; Got, ll; EXPG, Encl- GCpL=0 18, MWFRS (envalope);Lumber DOL=1,60plate grtpDOL=1.60 2) This truss has been designed for a 10,0 psi bottom chord live load nonconcutrent with any other live, Toads. 3) * This truss has been designed for a live load of 20,0pst on the bottom chord in ail areas where a rectangle 3-6-0 tail by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections, 5) Provide rnechanical (;onn('Gll()n (by others) of buss to beating plate Gapabie of withstanding 67 ib uplift at joint 4, 14it) Uplift at joint 2 and 81 Ib uplift at joint 5. 6) "Semi rigid pitchbreaks with fixed heels" Member end fixity model Was Used in the analysis and design of this truss, 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 11h down and 85 Ih up at 1-4 15, 68 ib down and 85 lb up at 1-4-15, 25 1h down and 38 lb up at 4-2-15, 25 11) down and 38 In Lip at 4-2-15, and 50 In down and 67 11h Lip it 7 -0 14, and 501h down and 671b up at 7 0-14 on top chord, and 1 lb down at 1-4-15, 1 lb down at 1 4-15, 18 It'down at 4-2-151 18 lb down at 4 2-15, and 36 Ih down at 7-0- 14, and 38 lb down at 7 0-14 on bottom chord. The design/selection of such connection, device(s) is the responsibility of olhers, 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B), 9) "This rnanufaGtuied product is designed as an Individual buidir-g component. The suitability and use Of this c0rnPoueut for any particular building is the iesponsitAtty of the building designer per ANSI TPI I as, referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced), Lumber lnorease=1,25, Plate increase=1.25 Uniform Loads (pth Vert: 1-4=- 54,2-5--20 Concentrated Loads (p) Vert: 8=44( F=22, B=22) 1 Oz-75(F =-38, B- -38) 13-- 18, B- 18) Thomtis A. Alban! PE No,39360 MiTek USA, Inc FL rat 6834 6934 Pirke Utlt Elva Tamr ,' FL 3361l) Do t c January 23,2018 ww WARNING- Vitrify design pala.&Iers and READ NOTES ON THIS AND INCLUDED it REFFRANCE PAGE &4f1-7473 rev, 10/0"015 BEFORE USE, Mil"k, 'NyIj-', MiTek In, I I,,, I, lv in, i rollillril, 1,-AMUTPH Quality Criteria, DSB-89 and BCS3 Building Component 6904 Parke East BW(l Safety Information < lvc A1,11 4« I -I) t tfuo, t1l' k : 40itoke' l 16 H, k„' ',At, 4 1S' III, 3 1:1, x " 1,10 Tarp} a f l- 33610 WPO234 EM. Jack -Open 3 1 1023 T13025980 1 640 S Aug 16 291 1 MI I at, trIdisslues, Inc.I I I D:AeAoATVyFAFF 51m F42W 4 1 SypZqj - 11F r d6TsNrnurSyR0QvuX 1 0-0 6-0-0 Scale = 1 17,1 A, 4 L 2X4 6-00 LOADING (pst) SPACING- 2-0-0 CS1. DEFL. in loci Well Ud PLATES GRIP TCLL 200 Plate Grip DOL 125 TG 0 (AI Verl(LL) -0 06 2-4 999 240 MT20 2441190 TGDL TO Lurnbet DOL 11,25 BC 0.40 Verl(TLI, -0,15 24 >455 180 BCA-L 0.0 Rep Stress Incr YES W B 0,00 Horz(`[L) -0,00 3 n/a n/a BGDL 100 Code FEIG2014/TrI2007 Matrix] Weigi it 20 !b FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SFI No,2 TOP CHORD StRICIUriii wood sheathing directiv applied or 6-0-0 01C. pUrlins ROT CHORD 2X4 SP No-2 BOT CHORD Rigid ceiling directly applied or 1,0,0-0 oc bmoa-ig. REACTIONS. (1b,'size) 3=143/ME.,chanical.2=288/06-0,4-56iMec;tialiicaI Max Horz 2.--106(LG 12) Max LJpiift3=- 1 00(LO 12), 2----78(LG 8) Max Gziav3.--143(LC 1), 2=,288(LG 1), 4-112(1-C 3) FORCES. (lb) - Max. Comp,/Max. Ten. - All forces 250 (1b) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10: VUlpz140mph (3-second qU'd) Vasd=10EIrriph TCDL=4.2pst- BGDL 3,0psf-1 ri=1511; Cal, It, Exr, Q Encl- Gcpi=018; MWFRS (envelope) and C-C, Exterior(2) zone;G-G for members and totces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load o(20.0psf on the botlon-i chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide mil fit between the bottom chord and any other members, 4) Refer to girder(s) for truss to truss Gonnections, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb Uplift at joint 3 and 78 lb uplift at joint 2. 6) "Semi argid prIchbreaks, with fixed heels" Member end fixity model was Used in the analysis and (resign of this truss. 7) "This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibi lily of the building designer per ANSI TF11 I as referenced by the building code."` I , il,,prnds A, Albani PE No-,113V f4lpTsk USk Iitc F% "oil 6634 6U Nuke, Eaaj Bjy; , T,iilnpj F( Date January 23,2018 Al, WARNING - Verify design parameters and READ NOTES ON THIS AND INC4 UDED MITEK REFERA NCE PAGE MR. 74 73 rev. 10/0"0 15 BEFORE USE, I I All, I I xf I 1 I Ary "A It, Mi fok 1,, , Ibis *,, ;-,srgn I% I - I, I rc 11 V, It "t 11 , 11 < Is, w 1('I , I vn. t Ad I!, t, ,, run A, il"i, 1! 1 111 1, Air, fine J rf If n, J 1 L A r, I y" t"m N+w? ilw, lh,hI W 41 } estate t mml my th— At 14i, , it ilily, .1, rs471I t ,, r "'Ify + it'? thvs A,+ , III,.c bail MiTek fohtkcofion, ' toht, I,,, orld t'l,10IIAl 1 uId s-,ANSI/TPII Quality CrIterlo, DSB-89 and BCSI Building Component 6904 Parke East Old Safety Information + iv, iilil 4o 4<vm Wiss 11, it,, 2 I"t rllto" SAw,,I, 1,iiikI I ?. N,)x«fr fflA. VA *,,?:! 14, VcayVa FL 33610 Job TIFISS Truss Type, City Ply WP W P0234 C,16A Iick-Op en 1 1 024 Jot wir,po "Ww COY I b4Q , DAeAoATy`yRAFF5hnF4 7ek lt,C T,i- Ia,, 23 07 t,8 I tSP?Kpt'lo3q,J,,i,ibdf(.,,2E)2ttC)iwi-4iiv(iW3kg7vMtzsY\ Scale _-_ 1 17.1 LOADING (psif'l SPACING_ 2 0-0 CS1, DEFL. 1,)C) 1"dell Ltd PLATES GRIP 1TCLL20.0 Plato Grip DOL 25 FC 067 verl(Ll_? 006 1 -3 999 240 M F20 2441190' TCDL 7.0 LImilver DOL 1 25 BG 0,40 Veil' ' Tt- 0) ' 5 1-3 455 180 B(;LL 00 Rein st'ess Incl YES W6 () CIO iorz(T 000 2 n/a Na BCDL 100 Gode i-BC2014/T P12007 MaUix) we tqttt 19 fib FT LUMBER- BRACING - TOP CJiORD 2x4 SP No,2 11 OP CI i0p D Sfructuml wood sheaf Zing cfitectly applied or 6-0-0 oc purlins BOT CHORD 2x4 SPNo 2 VJOT Ct IORD Rigid ceiling directly appiwd or 10-0-0 0t; bia(,,mg REACTIONS. (Ibfsize) Max Horz 1 12) Max Upittl 44(t-G, l2),2-,"-I04(LG 12) Max GravI=207(LG 1), 2-151(1_G 1), 3=112([_C 3) FORCES. (In) Max, Goinp./Max, I -or). -All forces 250 (lb) or less except whenshown, NOTES- ( 17) 1) Wind: ASCE 7-10; Volt--140mph (3 second gust) Vasd=108mph; TCDL=4,2psI: BCDt—a0pst; Gat, 11, Exp G: End., CCpi-0.18, MWFRS ( envelope) and C-C, Fxlenor(2) zone.C.-C for members and forces & MWFRS for ieacUons shown, Lumber DOL=1,60 plate grip DOL=1,60 2) This truss has been designed for a 10,0 pst bottom chord live, had nor c.oncurterit wilh any other live loads. 3) * This truss has been designed for a live load of 20,Opst on the bottom chord in all areas where a rel'tangie 3.6 0 tall by 2-0-0 wide will fit between the bottom chord and any other mernbers. 4) Refer to girder(s) fur truss to tiuss connections. 5) Provide niecilanical connection (by others) of floss to bearing plate capable of withstanding 44 it, uplitl ,,if lomt I and 104 lb uplift at joint 2. 6) " Senii-rigid pilchbteaks with `fixed heels" Member end fixity modes was used in the analysis and design or th's' tals',; 7) " This hismanufactured product is designed as in individual but (ding Gorn potlent . The use of this component lot any particular building is the tospon"'11311(ty of the huf1ding designer per ANSI TPI 1 as referenced by if)(,, building 7, o,is A 4,lbim PE No1a380 0,0, 1 Pa,1t Fav Blvd, Ta,,,mna, R, 33613 late January 23, 2018 AiL WA RNINO Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK RIFFERANCE PAGE Mll-7473 mr,, I0l0112015 BEFORE USE. I ,' ""I, it I ,,, At, 4 1-f IS,, "i iv It, 1,111-10 , "I'i I, " t-1, lhi" 1t,jr, , t% i I'- I "I VV' it "1, 11, 1; 'wl i IF " itvl' 1, 1, fl t A ti; lrri I . nr t „ r 01III'V11"m ) 144IA,Ftip"A W1, III, It, i I r P l'), it ifI it, A<' r I,, t'' f lov, ')t i It I , f IF, ivvi- It p 11 ['r iS' it, p,, , t i, F i I I-, ni xI, - -1 1'q A, r fri, I 1 A il l I it V , IF I. I I K 'i I 11, it 1( '1 it y ' I' K11 i Te k I, ,,• m"')yl'i 1lit: w- l''i 'r it 441y, it I nl - "it it w0h; , "(14, f 'r ";' A it it, it " 1" 1 t'l 1' $ A I tI 1, For " 'I ll rJ' ll i I. it I th' Potke Easl BK'd t1k A(, .ttjo 4'llv(" (' li 'II 1','f s(IIIANSIJTPIJ Quality Criteria, DSB•89 and BCS1 Building Component Safety Information W-ti) liusv fi, jz,,M,-I',vile ,'i/, Nex,)n, $Wi '/A 2?:IIA Fl- 33810 Job - _.. Truss Ituss.Type __. ,Qty Ply Wi`0234 _.......... 113025982 WP0234 FJ7 Jack -Open i24 1,025 j Job Reference o,tiow Btdlders HrstSource. Tarrq a r lani C tly. Honda 33566 7 640 Ai q 16 20 T Mliek Indusirwe , Inc. Tue art 23 0758.03 201ii Page 1 1tl_AeAOATVyRAFF51riiF42W4iSypZ(ij-tSP?Kpt?c3p laabdTc2C,2tt6 woUvdW3ky7vMtasYWY i -0-0 7-0-0 0 0 7-0-0 Scale _ 1 19.1 3r6 Plate iJtfsetsX Y_[2 G 0'2 ?9 L LOADING (pst) SPACING- 2 0-0 CSI. DEFL. In (100) ifdell L/d PLATES GRIP TGLL 20.0 Pate Glip DOL 1-25 TC 0.66 Vert(LL) D-10 2-4 772 240 MI-2: 244/190 TCDL 7_0 L Imber EDOL. 1-25 BC (-lie vert(TI_) 024 2-4 337 180 BCLL 0,0 Rep Stress inct YES WB 000 Horz(?L) 0,00 a n/a ilia BGDL 10.0 Code FBC2014/ P?2Q07 Matrix) Weight: 23Ib FT - 20% LUMBER - TOP CHORD 2x4 SP No.2 B(,.) T CHORD 2x4 SP Nct.2 REACTIONS. ( lbisize) 3=159/Mecharaicai, 2=32410-8-0, 4=76tMechanical Max Harz 2=122(LC 12) Max Uplitt3=-102(LC 12), 2=-85(!-G 12) Max Grav3=159(I..G 1), 2=324(1-(', 1), 4v121(1-C. 3) FORCES. ( Ib) - Max_ Cornp /Max_ Ten_ - All forces 250 (Ib) or less except when shown. BRACING - TOP (-', iiORD snw,"Iutat wood sheathing directly applied 4f 6-0-0 oc PuTlIns. BGT CHORD Rigid ce ing directly appiwd or 10-0-0 oc bracing. NOTES- ( 7) 1) Wind: ASCE 7-101Vult=140mph (3-sec(>nd gust) Vasd=108mpt7; TCDL=4.2psf, BCDL-3.0pst, lc 151t, Cal. 1!; Exp C; Encl.. GCpi=0.18; I RS ( entvelope., and (:-C Fxtert s(2) ..,ne,C C fc-g ,,,ernbers and `, :es & MW FRS for reactions sho,vnl; Lumber DO -t6u plate grip DOL-= 1,64 2) This truss has been designed for a 10.0 psf bettorn chord ilve load nonconcurrent with any other 1lve loads_ 3) ' This truss has been dcasigned fora live load at 20-Opst on the bottortl chord lt) all areas where a rectangle 3-6-0 tall by 2-0-0 wide mll tit between the bottom chord and any other members. 4) Refer to girder(s) for tt ISS to truss Connections. 5) Provide niechanleai Connection (by dithers) at truss to hearing plate capable of withstanding 102 lb uplift at joint 3 and 85 ib uplift at joint 2. 6) '. Semi rigid pits.hbreaks with fixed heels" Member end fixity model was used in the analysis and design of Ibis truss_ 7} "This manufactured product fs designed as an 3ndiuiduai L>uifding component. The sr.itaE,liiEy and trio cst khis component tar any particular building is the responsibility (A the building designer per ANSI TPI 1 as referenced by the building code," TIA,omias ` Alt iri PE o.a 33U Ivft': t3k wSA. `"?.. FL. Ce t 6ti'34 04 s: tt; l,7 `iFLx,NI'D i ,N,.: January 23, 2018 WARNING Verify design paranlefels and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE WI-E473 rev 1"312015 BEFORE USE tt- 1tv t 4tl, rvU!< u ,nn, I-F, t 1, lsomo I-lv t,lli 4iq# `.<,tttt rant. tv>I 1 fttlr. sv`.tc.tlt Is•f>tt m,^, Ih"C. rtf«}In,#.9c,U tn ^t mu'l",illy lh-tri4a-lHMY-1 ih<^<ty. of bul4 ttrttl itwrH tat<1.'tn;#a itcc)1t 1tsi trsa rfati t-alckHtt,}';11adr,+Itzti talS.4 2t^l,xn,f(`>r rix,lft.e r2ttuns•^nly-A.Siirt-t,iltcuttfu`t.tly1X,i€vxnaan I1tt<x9rta ',. I tz-rb" o,r is it-, ^tI- tit1t4tliy v%s1t tt .ftl It11 ,, drtf-^4sit;l I rs,-tt xl ayttit,' 1ntp is^y M»ty :iclrci 7,- I"tE1=.^n, v A tllictm, ,, fe g' 4n.Ithe r tt tk aft ln. 1tt11•1t]e I,,lo,,fv, ex1c,. th ez -end bt 1, my rl Quality Criteria, DSB-84 and BCSI Building Component ,. 6904 Pwke East B v(r Safety lntormotion< avotlot,k,troutlm1%11-*e Zits r( Tamp,, R_ 33610 Job Ttuss T i uss Type Ohr ply WP0234 VFP02'34 MVI Valley t 1 026 Job Reference (optional) rrritr"l F11""I City Flo,vin 33566 ins. `-1 10:AeAoAT VyRAFf:5I;nF 42W41SypZql-(-eyOX9ueNNyACkApO,JZ5asCO6KOle4ii)[)vKsS 400 2,,A , 2x4 3 LOADING (psf) SPACING- 20-0 CS1, DEFL. in Ioc) idell Ud PLATES GRIP TCLL 200 Plate Gob DC,1L 1.25 TG 0,18 vwl(i_i_) 11/a n/a 999 MT20 2441190 T G D L TG Lumber DOL 1 25 BC Q, 19 Veil'( I L) nia r /a 999 BCLL (110 Rep stress Incr SYES W UP 0 0 0 Hof7(1 (,) 000 n/a rda BCDL ioo Code FBC;20I4/!_PI2007 Matrix) Weight: 13 ',,1 F-T = 20% LUMBER- BRACING- 1OPCHORD 2x4SPNo,2 TOF ("'HORD Ilctural Wood sheathing directly applied 4-0-0 oIe purlms, except BOT GHORD 2x4 SP No,3 end verticals_ WEBS 2x4 SP No,3 BOT CHORD Rigid ceiling directly applied or 10 0-0 oc Lgactng REACTIONS. (Ib/ size) 1=115/3-11-6,3=115/3 11-6 Max Hotz 1 =49(LC 12) Max Uplift I =-26(LC 12), 3=4 7(LG 12) FORCES. (1b) - Max, Gornp,/Max, Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10: Vult=140rnph (3 second gush Vasd_--108mph; TCE)L=4,2pst BGDL=3,Opsfreactionsh,,1511'lCal 11' Exp C,, i End., GCpi-0, 18 MWFRS (envelope) arid G-G, Exlericr(2) zone,G-C for members and forces & MWFRS for reactions shown; Lumber Uber DOL--1,60 plate grip DQL=1, 60 2) Gable requires Continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonConcurrent with any other live, loads, 4) ' This truss has been designed lot ai live load of 20 Opston The, bottom chord in all areas where a tectange, 3-6-01 tall by 2-0-0 wide will fit between the bottom chord and any other rn(.-,,mbers 5) Provide mechanical connection (by others) of tikiss to bearing plate capable of withstanding 26 lb upirt at joint 1 and 47 lb upilft at joint 3, 6) "Se- mi- rigid pitaitneaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 7) 'Fhis manufactured product is designed as an individual building component, The suitability and USO Of INS component for any particular building is the resit nsilbility of the building designer per ANSI TPI 1 as referenced by the building code," tnaR A PE K0k; F'L " Ort 6634 s$04 Prirke EIst Blvd, lam CL 3161 0 Dot,? January 23,2018 A. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE Mll-7473 rev, 1010,3120tS BEFORE USE, 11, -4,11 t v, jit, it I k FS, , 1 ly with MF 1* , , 't I I, t, 'I , If 'i", , 1, r"4t to 11 t v 1,, 1. 1 '19 Y , It II F , IF 111 " , I , ; , II , ":I,, , IF 1, 1 1, 1 , Ail 11 t1 vi ii I, It I A At, Fit1, I , , •I I I I , I ( 'I if, n„1 q t hit" ri` t I,, IA"') It., ( uil jit"i I"J"t r, Wv It,,, I It, at 011v d(,40, I,11 , )flll+11 "I I I If, r — In, It - i ),, it I, iFoll it t it,,, III Nil' t, III, ill', I, Fit WF, Xl,ffli-noik utt-,Iy MiTek Ilw-",F-,t,nw, I r,t lot0ty'In'i t, Its,F'0' -11.rj- Witt, intnyo(vi I o, i , I,> I, ti,i4i"I 1ho u( (*NSUTPII Quality Criteria, DSB, 891 and SCSI Building Component 6904 PFrke East bind. Safety Information rlsoiirlt+0-1F, Ito""I$11" ttoshtttlez. 21rt N Tamps ri, 33610 Job TrussuoS T(uss type VVI`02'4 MVL Ynftey 1x4 Oty Ply V111`0214 1 027 Jot) Helenol e 7 G40,, A,,q 16 2017 M,Te.k Inc Tup Jw 23 07 5e 104 2018 1 IL):AeAcA-lVyRAFF51tiif--42W4lSyl)Zqj L-ey()X9Lic-NNyACkApOJZSasGOgKFve4,iiC)yKsSkdzsYU Plate X-1-14 LOADING (psf) SPACING- 2-0-0 CSL DEFL, In (k)c) iklefl Ud PLATES GRIP I'GILL 20,0 Plate Grip DOL 11 25 IT G 002 Verl(LLj 1111a n/a 999 M120 244/190 F(,',Dt- 70 t-urn„et DOL 1.25 B G 002 V(,rl(TL) n/a rVa 999 BGLL 0,0 13ep Stress Inca YES VVB 000 Horz('rL) 0,00 t Ya n/a BCDL 10,0 Gode FB(,'2014/TPI2007 Matrix} Weight 5 IT) FT - 20gl, LUMBER- BRACING - TOP GHORD 2X4 SP No,2 TOP CHORD BOT CHORD 2x4 SP No-3 WEBS 20 SP No,3 BOI GHORD REACTIONS. (lb/size) Max Herz 1 = 1 B(L G 12) Max Upliftl =-9((G 12), 3_ 17(LG 12) FORCES, (lb) - Max. Gomp,/Max. -fen, - All forces 250 (Ib) or less except when shown. Stfucluial wood sheathing directly applied of 2-0-0 tic pudins, except end verticals Rigid celling directly applied of 10-0-0 tic bracing. NOTES- (7) 1) Wind: ASGE 7-10, Vult=140fnph gUSt) Vasd=108triph, 1'GD[-4,2psf. BGDL=3,0psf, , b=15ft: Cat, H, Exp G, Encl- GGpi=0,181 I1,;1NVFR,S (enve;-Opeand zorle,C-C `CC mlemi,els .a.....& M'AfFRIS 7eaC!9oris slno,,ir,_.irnbtiDC-A-1,61; plate grip DOL= 1,60 2) Gable requires Gontinuous bottom chord hearing, 3) This truss has been designed for a 10,0 list bottom chard live load toonconoutrent with any other five loads, 4) * This truss has been designed tot a live load of 20,Qpst on the bottom chord in all areas where a rectangle 3-6-0 tail by 2 0-0 wide will fit between the bolorn chotc! and any other members. 5) Provide mechanical connection (by others) Of MISS to bearing PIafle Car)able, of withstanding 9 lb uplift at joint 1 and 17 Ib uplift at joint 3. 6) "Semi rigid pilcribreaks with fixed heels" Member end tixlly moded was used in the analysis and design of INS 7) "This manulactuted product is designed as an individual building companant. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI I P1 1 as referenced by the bWding code," Tho,,nas A, Alb,4,m PE, sKek USA, inc FL CIM CV4 E354 Nukk EAt Blvd 70'1!;1 i FL 3U10 oke 112M911=1 WARNING- Vardiedesign parameters and READ NOTES ON THIS AND INCLVOED WTEK REFERANCE PAOFAM-7473 mv, 1010"01SBEFORE USE. o%ion v,d,lk, kJ--nly,,flhM0,,k, I,, Ihv, mu'l -(Iry tho 11i' ll, tilv, A-41111. n,4 M. i Te k Criteria, DSS." and SCSI Building Component 6f104 pwke Lasi Blvd Sataty niformativin ov,10,1, 1, t-Im r1l,,iloto truRtr Re. !Ill 111, [-, Slwel,,Sud(,:112 lar,Vi FL "610 Symbols PLATE LOCATION AND ORIENTATION r,,+4,r r IaTe or, ;,-,,t jriiess x, y oftsets are rdicafed Dimersions o-- ir, ff-)-sxteer,*h,s 1- 4i\1 APPly piates to both s;(:!e, njss and fr,,Iiy ennted -eeth For 4 x 2 orientation, locate p! atesO- " l'omoutside edge of truss. This symtiol indicc, tes tl-e required direc+cn of slo's ;n loco - 1 ITI 117 soft - ware or upon request. WNSW: 4 x 4 width to slots Se—c-nd Jmension the-, I ength, ;:icrol lei to slots, li- d!cated by symhol sf)cwnand/o, tOv text in the bracinig sectior, of the cutput, Use T or i bracing if indicated BEARING f` c.cctes locat;on whe e beorings occi- ir Icons vcry but reocfion sec-ficn, ind'cales jn-!rfc num) er , here bean,.cls c,-',, Min size ---, .owns for 1-1'ruSNr-,g or"N C= 1 Industry Standards: A" N'S!/TP!1 National Deg sn,')pec:filcaflo for Veto! Olaffe Connected Wo,-,d T, DSB- 89 Design Standard ,or Bracing BCSI: Building Component Safety iiitcrmatioi-, Guide to Good Practice for Handling. installing & Brad nrgof Metal Plate onnected Wood TrUSSeS, Numbering System General Safety Notes 4` TOP CHORDS 81 7 6 5 JOINTS ARE GENERALLY NUMBEREDAETTERED 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 S rr e 1, 0 " t SR . 3{ SIR- k 2, E- S R I P 8 8 PR- 39(37, ESR-23,f2'15 7,ES2-K82 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI I section 6.3 These truss designs rely on lumber values established by others. 20' 2 MJe kS, X 1 Rog h', s -eserved Failure to Follow Could Cause Property Damage or Personal injury c for trus ,vs' m, g --raoi, e oral s; sJv,---ys re. uiecl See SCS 2 TiUss riiofnust lue :esgnevi OoenginP de T'Uss spo" ng, iateioDCcesriffl li eS ry'ay fequiSe or ate native Tof bras ;r,,o soua be cossdere,0 3 Ne, ref exceed fne lesAgn oadr'g G,nd never f',aterials or ina,.Je<l iatelv braced Trusses 4, Pirovirdle Copies of this trust esign to lhe bu florlig cle-signer, erect cn supervisor, Property owner an'! crli Omer interested parties. 5 C- it-nerribers to bear " chtl'/ against each Otner piace rioteS on `D,'of Tass' aT eor'r, fOiritond e?ni'ed ful.11"', Knof'N and W"S!-"-- at j'--int c-,a'icris ore regjoiied bANSI/ 7'R 1 7 uesgriC1ssumees 'russes will be suitabiv prc-', fected lrofrf tt-'e ANSl/T--1 1 nio excee a 1 at Time forricath'--" n C; "uhiess ex''esSly --Tea' -'h,' desi'-" s no" 9feer, iumiDer respC"I"sf, flit-, V t?u" f-)Urroa+,-,f Geriero! pro-t e is tc, f bet for 01901 load deflec"lon 11 Prate Type, size, o6er)t,tbnar-,, 1j 11-1coT,,on r -afe, -nirwnum pi'--firlg r e- qu(rerne")ts ;, dr-' -1 oce, , 12 LUML,E.(USed SrOi', be,-J the S,,eC1eS OrIOSI-7e, Crid in alire:pects, equd to Or oefte, ft" cn 'hot soe'--Jfied IS Tou whords mus' be sheath. cio, purlins provided at spacing noficate'J o", design. 14 ! chofds requlre r"DIe"ol r"'Oicina at 10 ft spacf"g' Or C-sif nO ceili-g is fi- tatie-d' jr',less noted, onrie -ons not sr"ov,!, arY the Of r) t—tefs Do of CUT Or 01t r,rJSS Mer',,'rer Or w40le prf'Of i erg se af Or-,! ocf(: rer-"Cctiv uf-," es iS Useoligreleno, trected lurr!loer f'rfoy pose Er' ifCfiry}ental, heoltnsk;Consuit ,Atr project englineef tefofe USE-1, I pe, lew o'q poi'v-,r)sCA tt)'s '.'-"S;gn 'fror-, Oack, wo cls aryl CrCTUrSS) Cefole use RAevvirfg Nil i is l`to, suffident 1 20 Desiqn 'ossumes mcin"If" to fure irr acc ord-oric e "vtl'i Miffek' i ANS"iTR I Quality Criteria ViTek Engineering Rc-ferenceSlr-,eet' M11-7473 rev. 10/03/ 2015 1 MARN6 HEIGHT 5CHEPULE i4'' bi Lj: Uj L'i Uj 1 Uj w Li Lj: Uj Li m m 4 NOTES; 1) REFER TO Ns9 q; yR—'OWNDA7''O* FOR 1N1 !NSTALLA TiON AND TEMPORARY BRACING) REFER -0 ENGINEERED PFACNG, FOR PERMANENT Ij R 91 2) A L VAL EY FFAW%) W T fE WWLETE Y REFER F`7 ALT ERNATE 5RA61% FEaJIZEMENT, ALL YALl -- EY5 ARE DE 0WEP-IONALLf bFRAMED ' 6J,LD£R. 4) ALL TKL65E5 ARE Pt516NE0 FOR 2o, MAXI', FAf IN6, LgCE35 OTHERWISE NO Et ON f,.A EMF AILLWA; L 5HOWN -N FI. AN AIE >L?'FEP 10 5, -OAD ACN6. 1,A&E55 bT ! N',IALiEP WITH T,IE TOF 6Hw, UP. 7) ALL ROOF TO 6t 5EMP50N I HTU26 ,'t55 OTHE RWKE NOI ED. ALL FLOOR Tg;J56 HANGERS TO DE 51MFI J THA42204- E5SOTHERWt, NOTED 10 1 81 5-AM14EADERILIVEL (FVR) TO 5` NILDE9 SHOP DRAWING APPROVAL Tt6 1 ' AYOUFT i TK' OLE 50S: FOR AIMA ION ( OF AW VOID5 ALL FFEY10L6 AKCHITLEDUAL X OIJU F9 j WLT5 9UR W AW APPROVAL Of IKLA'Oyl, WAT M $FUWP ftFXt AW T xfic5 WILL ft bftT YEUY hl WTON6 TO N AK AbAf rT W 65 1,AT WILIL FE'a, ii IN r)(TfA CHAtf-To YOO Bj3 A D B zz, W I, W U) Bil M t,j Li Lj J m TIN - m Uj um Affl.a ) y JI L5. Builders OFirstSource7Orlando 2 07- 651 7 PHONE 407-a5l 00 FAX 4 I PlantCity PHONE. PAX 1 1551 S Halley ILIMAPPIE55 WP0234 u. Hire 12-4- 17 1 Josh U 12 ttv City of Sanford,' Building and Fire Prevention Product Approval Specification Form 1 8 - 1 3 9 7 S L Permit # Project Location Address l.S 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 Florida Approval # Description--- include decimal) 1. Exterior Doors Swingi g THERMA TRU FIBER CLASSIC R2 Sliding MI WINDOWS & DOORS 420 FL15332-R4 Sectional VIJAY ALTON-,-- 5120/6100/9100#0230 FL9174-R12 Roll Up Automatic Other 2. Windows Single Hung Silverline BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action L Other June 2014 1 Category / Subcategory Manufacturer Product Florida Approval # Description including decimai 3. Panel Walls Soffits ALUMINUM COILS W MASTIC ENDURANCE FL 12194-R6 Storefronts Curtain Walls Wall Louver mm Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofin Products Ashalt Silln lCleSCERTAINTEEDCORPROOFINGCERTAINTEEDCORPROOFING— FL5444-R12 Underlaments _ TAMKO.6UILDING PRODUCTS ING UNDERLAYM_ ENTS FL12328-R8 Roofin Fasteners x Nonstructural Metal Roofin Wood Shakes and Shingles Roofin tiles Roofing Insulation Water roofin Built up roofing System Modified Bitumen Single Ply Roof Systems Roofinq slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems - Roof Tile adhesiv e Spray Applied Polyurethane Roofin E.P.S. Roof Panels Roof Vents _ LOMANCO, INC ALUMINUM ROOF LOUVER FL3792-RlO Other tune 2014 13 Category / Subcategory Manufacturer Product Florida Approval DescriIjLion include 5, Shutters Accordion Bahama Colonial Roll _yp_ Equipment Other 6. Skylights Other 7. Structural Components Wood Connectors Anchors Truss Plates Engineered Lumber Rail*T9----,----, Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, INC HIGH STRENGTH CONCRETE LINTELS FL158-RI0 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature k, Applicant's Name Please Print) June 2014 1/2/2018 Florida Building Code Online 6CIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear dProduct Approvalb' USER: Public User FL4JU!L.8tT12.Wy2LM= > RrQdV0_9_r > 6VDjLQaji_Qn_jjq > Application Detail FL # FL15036-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbidgconsultants.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 Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code SAA!0144rd 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 CL!59 R2- E%pv-ADj-EquLyalpngy gf StanO t https://www.floridabuilding.org/pr/pr_app_dti.aspx 1/3 1 /2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/16/2017 10/16/2017 10/19/2017 12/12/2017 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 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. 15036.51 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 6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 AE f) Eva115036.1,odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration,. Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXO) Configuration Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports F 1 R2 AE (al-Ev 0 f Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door Outswing Inswing (XX) Configuration Installation Instructions p Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 68 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Installation Instructions i a Rslf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports 3,(i_h .(g.)..v l L506.5.odf 8'0 "Non -Impact" Opaque Single Fiberglass Door - Outswing Inswing (X) Configuration https 1 /2/2018 15036.7 g. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15Q36 R2 11 () [nst j Q 6 7yprif 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 F f 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 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E, 43409 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.8 for Design Pressure Ratings, any 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 FL1Q36 R2 )i (ak f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant. No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.9 for Design Pressure Ratings, any EL15Q36 R2 AE (Fy l [.3_Qf,9f additional use limitations, installation instructions and product ", Created by Independent Third Party: Yes particulars. 15036.10 j. ClassicCraft Fiberglass Door i 8'0 "Non -Impact" Opaque Double Fiberglass Door with "Non- j j impact" Sideltes - Outswing / Inswing (OXXO) Configuration Limits of Use I Installation Instructions Approved for use in HVHZ: Yes I I 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 i Evaluation Reports Other: See INST 15036.10 for Design Pressure Ratings, any additional Use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Qatd:: 4 The State of Florida is an AA/EEO employer. Copyrigfltof Florida.:: erivaU 5tilLgiDent :: At;cessibility:: 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(i), 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 licens under Chapter 455, F.S., please click here . Product Approval Accepts: EE .. Crec[ it Carol Safe https:// www.floridabuilding.org/pr/pr_app_dtl.aspx 3/3 R W R \ Building C(DsD|l@D[8, Inc. BConsulting and Engineering Services for the Building Industry Florida Board *pro(cnsio"c"gincersu=fic*"r*u°"*=No. mo Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door Doors Assemblies Edgerton, OH 43517 Inswing I Outswing Phone 419.298.1740 Non -impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Sckmidt.P£, (System |D# 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department ofBusiness & Professional Regulation. RW Building Consultants and Lyndon F, Schmidt, P,E. do not have nor will acquire financial interest in the company manufacturing u/distributing the product minany other entity involved |nthe approval process of the product named herein. Limitation 1 This product has been evaluated and is incompliance with the0h Edition (2017)Florida Building Code (FDC)structural requirements including the "High Velocity Hurricane Zone" (HVMZ). 2 Product anchors shall heaalisted and spaced aoshown nndetails. Anchor embedment »obase material shall bebeyond wall dressing nrozucoo 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of V`oFBC. 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 FBcSections 160n.1. 2&R3O12 1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. o. Site conditions that deviate from the Uemi|a of drawing FL-15086.0 nvqvim 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". D. Inswing configurations and outswing configurations using sill items # 31 and #33 under the active door do not meet the water infiltration requirements for the ''MVMZ' 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. g See drawing FL-15OJO.6 for size and design pressure limitations Supporting Documents: 1 . Test Report No. Test Standard TELO14O033U, 4B.0 AOTM 01928-90 ASTmD635-03 ASTMD2848- 9g STTS00001 8STMG2O-95 15427'107362 A3TM E84- 00a AT| 875UO.O1'108- 1O A8TMD1S29'gs ETC-01- 741'10705.0 TA5202-94 ETC'01' 741-105910 TA8%O2-84 TEL'06' 1031-3 TxSZ02-94 2. DrawinQNo. E[ t I No, FL15V»O8 RVVBuilding Consultants, Inc. (CA4SO13) 3 Calculations Prepared by Anchoring RVVBuilding Consultants, Inc, (CA #V813) gualiV Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that The,moTmCorporation im manufacturing products within uquality assurance program that complies with)8[x|EC 1703Uand Guide 53, Testing LaboratopL Signed by Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation LaU,mc. Lon Hicks, VPOperations William EFitch, P,E. Joseph A, Reed, P. E Wendell VYHaney, PE. Joseph LDolden.P. E. VVenUaUVV. Haney, P. E. Lyndon F Schmidt, P, E J11137011C Signed & Sealed — by Sheet 1m1 Classic -Craft FIBERGLASS DOOR INSWING / OUTSW NG NON -IMPACT" GENERAL NOTES i. This product has been evaluated and is in compliance with the 6th Edition (20171 Florida Building Code FBCj structural requirements including the "High Velocity Hurricane Tone" (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' HWHZ' 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'requirng wind bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. dutswing configurations using coastal sill item 439 under active doors meet water Infiltration requirements for "HVHZ'. 8. Insuring configurations and outswing configurations using sill items #31 & #33 under the active door do not meet the water infiltration requirements for the "HVHZ'. Inswing units shalt be installed (in the W, HZ") only in non-hobitable 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. TABLE Of CONTENTS SHEET B DESCRIPTION I Typical elevations, design pressures & general notes 2 Daor panel details 3 Horizontal cross sections 4 Verticai cross sections 5 Buck and frome onchoring - 2X buck masonry construction 6 Frome anchoring - IX buck masonry construction 7 1 Bill of Materials & Components 37.5" MAX. OVERALL WIDTH I i I 0 Z ZZ33 2 O O x w xw e W o w X O QE f b 3 SWING OVERALL FRAME DIMENSION DESIGN PRESSURE (PSF) POSITIVE ; NEGATIVE INSWING 37.5" x 98.0" 75.0 75.0 OUTSWING 37.5" x 96.5" 75.0 75.0 p6 U: 7 Ul Z rrr bj a nu^ rrrirll tst o o m z° o Z p Z V Eap m 9 S o `o a6 4 os o E o°Z O Jd r.02124112 LE: MT.S. By: JK By LFS WW' NO, FL-15036.6 R 1 OF 7 EXTERIOR 46 07 C44 INTERIOR HORIZONTAL CROSS SECTION 36.0'MAX. DOOR PANEL WIDTH T-- 931M 4.11' 1.46- T z 00 e42 clivCJ 40 DOOR PANEL ", c C., 7 NOTE: WOOD DOOR COMPONENTS: OAK (SG O.67; HINGE STILE 45 BOTTOM RAIL X. cz 00 fit 1 Z o 0 o 0 11 z ON 0 zo Eg Z 2 0 (LNM63 C 6z o E 0 A EXTERIOR r2-VERTICAL CROSS SECTION E: 02124112 N. T, S. BY: JK sy: LFS 3 WNG NO: FL— 15036,6 c v 2 oF 7 r, LL 1-1/4-MIN, EMB. (TYP- A% C A 120 Y......... an -Z 0 0 Z jz 0 Wn z INTERIOR 7 6ma: 0. m E 'Z0 2 3 3 3 tn 17 P) EXTERIOR Gj 3 HORIZONTAL CROSS SEC77ON MEN. o 0EMB. < 1- 1 /4" MIN. _ 3 —4 _5_' 3 Shown w/IX sub-Wck EMB. (TYP.) TYP4 CSINK CSINK -1 -it M, rypl {TYP.} L 8 7 I INTERIORNTERIOR z Z, 10EXTERIORip WE 02124112 EXTERIOR K 27 9 SCuE. N.T.S. DWG. M JK CH., BY LFS r2 HORIZONTAL CROSS SECTION 3-m K10, I HORIZONTAL CROSS SECTION 3)_ shown - inswing FL- 15036.6 0 _. g , - SVA* "-ng ved 3OutsvAngshown 'In inswing ,g, oWo also" Po .d lsoapprovedOf _7 EXTERIOR INTERIOR A, uviYj.`Za 0z W. z -.0 :2 Y% k*1 z o IW 0 n tr z x0 z C Li0 Of T z oEoI A) 7 C, C, 8 0 Q1 EXTERIOR INTERIOR VERTICAL CROSS SECTION Shown w/IX sub -buck a; aai VERTICAL CROSS SECTION3 ,VE-EIM CAICROSIIECIIOINI Outswing configuration Outswing configurationc."5 I n2s, sheet 14seegeneraeseegeneralnotes, sheet I for"HvHr water inf4trotion for'*HVHr water infiltrationts requirements requirements N. T. S. a LFS wiN6 .0 FL - 1503 6.6 El 4r- TYPHEAD MASONRY TYP. HEAD MASONRYJ JAMBS b OPENINGOPEN JAMBS OPENING FRAME Z, U 2X BUCK b 2X BUCK MASONP OPENIN( Li 2X BUCK cv At -- CK ANCHORING STRIKE JAMS FRAME ANCHORING HINGE JAMS For DP <= 48 PSF moson7 2X buck construction or DP <= 46 PSF CONCRETE ANCHOR NOTES: I. Concrete anchor focations of the comers may be adjusted to maintain the min. edge distance to mortorioints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 1 Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TO MASONRY TO ADJACENT TYPE SIZE EMBEDMENT EDGE ANCHOR ITW 1/4- 1- 114" 2" 4" TAPCOW0 LCOeeCOEL 114- 1-1/4- 4' LTRACONeUULT 'CO, I wj. 1"end distance, & 1"0 C SPOC419 Of wood screws to prevent the Spfiffirg of --d. 4" MASONR' OPENING 7 FRAN 2X B( O BUCK ANCHORING For OF > 48 PSF and DP <= 75 PSF LATCH & DEADSOLT DETAIL 0: 0 T r 6 Z00.6 E0 - ZO z M z 0 .w d 0 (L A 6 E, 0 Ci XZ T70 CJ z Moo Moo FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and OP <= 75PSF HINGE DETAIL WE 02124172 L- 1 N. S OK. 6y: JK CKk, 8v, LFS DFA..* NO- FL- 15036.6 sHEET 5 OF 7 z R 6" MASONRY TYP. HEAD OPENING & JAMBS FRAME I X BUCK TYP, SILL ILL STRIKE JAMS FRAME ANCHORING Masonry IX buck construction For DP <= 48 PSF CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to morforicints. 7. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to manor joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3, Concrete anchor table: ANCHOR ANCHOR MIN. MIN, CLEARANCE MIN. CLEARANCE SIZE EMBEDMENT TO MASONRY TO ADJACENT TYPE EDGE ANCHOR frw 1/4' 4" TAPCONO ITW r TApCON" minimum 518 edge (1610nCe, t " end distance. & 1"o,c, spacing of wood screws to prevent the spfifting.of wood. HINGE JAMS MASONRY TYP. HEAD OPENING & JAMBS FRAME I X BUCK LATCH & DEADSOLT WALL rn 6 Apt -4stj z 2 0Z 00 z0n0 0 0 Z 6 W c w (Lo 6z no c:i zcl 6'o Masonry I X buck constriction For DP > 48 PSF and HINGE WALL E 02124112 dE: MT.S, JK IFS WNG .0,: FL- 150-16.6 ET 6 OF VV C.t!r t fP%iYy z°F' Q wmod= y = °mom IFtk z o m irft o--2W--i a Za u p z C W F9 ZO HEAD d S1DE a '^ m CL a` il tomb VS s0 0Eoz IQ V C W I Y 2.26 - - 1 k.63 z Mg QmEa BUMP PACE THRESHOLD tOW PROf(!E 4 c, 0 o" 3i pj 6 J 4 v 5 QI ice, m{ i L 7 a. I a nI z y 33 SELF ADJUSTING SADDLE THREHOLD F G 00 i m z o z E az/za/tz nr. r. s. 5 BY: m HIGH WATER DAM THRESHOLD Cw .. Fcuc. BY: Lf5 ? aww,ac 40" ¢ FL- t 5035.5 cN SHE€l % OF 7 } aru of MATERIALS ITEM DESCRIPTION MATERIAL A k X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. i!4" SH€M SPACE WOOD D k (4" X 2-3(a" PFH ELCO CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI30lORHOLLOWBLOCKCONFORMINGTOASTMC40 CONCRETE F k Ja" X i-3(4" ITW CONCRETE SCREW STEEL G 3/k6" X 3-i/a" PFH ITW CONCRETE SCREW STEEL H k (a" x 3-k (4" PFH ITW CONCRETE SCREW STEEL I i (4" X 2-k /4" PFH ITW CONCRETE SCREW STEEL J k 14" X 3-3(4" PFH ITW CONCRETE SCREW STEEL K k 0 X 7' PFH WOOD SCREW STEEL L 8 X 2-k (2" PFH W006 SCREW i.k 5"MIN. EMBEDMENT STEEL 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM LONG REACH COMPRESSION WEATHER-STRIP FdAM 9 4" X a" HINGE .C4T' THK. STEEL k0 k0 X 3(4" PFH WOOD SCREW (HINGE 70 FRAME) STEEL k7 KWIKSETPASSAGELOCK-SEGNATURESEREES STEEL i4 HEAQER JAMB PINE SG >= O.a2 WOOD 20 SIDE JAMB (PINE) SG >= O.a2 WOOD 2i KWIKSET QEAQBOLT - SIGNATURE SERIES (786 STEEL 27 LATCH STRIKE PLATE STEEL 2$ QEAQBOLF PLATE STEEL 3E BUMP FACE THRESHOLD LOW PROFILE ALUM. (WOOQ 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 39 HIGH WAFER DAM THRESHOLD ALUM. 46 CLASSfC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 4k DOORTHOYIELQ STRENGTH Fy (MICd.jE 6,000 PSI FHERMA-TRU FIBERGLASS a2 FOP RAIL COMP. 43 LATCH STILE WOOD 44 HINGE STILE WOOD 45 BOTTOM RAIL COMP.. 46 POLYURETHANE FOAM 1.9 tbs. DENSITY POLYURETHANE T l lK/ Building Inc.^ ^^ ,, °Dl'lD`0DS D Dl ^ " ~~' B C"wukiva d£na^*c oswyS,^UuouiWine a Industry nonda Board ofProfessional angincersa*ficmofxmlion"u~"No. mo Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidolite Doors Assemblies Edgerton, OH 43517 Inswing I Outswing Scope: This inaProduct Evaluation report issued byRWBuilding Consultants, Inc. and Lyndon F.Schmidt, P.E. (System |D# 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department oyBusiness & 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, 1, This product has been evaluated and is incompliance with the 6th Edition <ZU17>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 oheFgC. 4.When used inareas Outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBCSections 1GO8.12&R8O12,1,2, 5. For 2xstud framing construction, anchoring uf these units shall Uothe same axthat shown for 2xbuck masonry construction. 8 Site conditions that deviate from the details of drawing FL15030. 7 mqvi^a further engineering analysis by e licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all si(Is used under sidelites meet water infiltration requirements for ''HvnZ' O. Inswing configurations and outswing configurations using sill items #31 and # 33 under the active door do not meet the water infiltration requirements for the ^MVHZ"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 FL15030Jfor size and design pressure limitations Supporting Documents: 1 Test Report No. Test Standard TELO1«8033n-A.B. 0 A8TMD1828- 96,ASTMD035-03 ASTM D2843-99 TELO146O3J8-A.B.0 STMD|S29-9G.ASTMD035{0 xOTMO2843'89 GTTS00001 AGTwG2O-S5 15427-107362 ASTME0*-00a AT|O7508.01- 1OV'18 ASTMn1g2S'8O ETC- 01-741'10705.0 T8S202-94 ETC-01-741-10595 O TAG2O2'g4 TEL-06-1031-3 TKS2V2- 34 TELO0'1031-4 TAS2O2-94 2. DrawingNo. Prepared by No. FL150»O. 7 RVVBuilding Consultants, Inc. (CA # 9O13) 3, Calculations Prepared by Anchoring RVYBuilding Consultants, Inc. (CA #9O13) A8TM E13VOGlass Load Lyndon F, Schmidt, P.E. 4. Quali!y Assurance Certificate ofParticipation issued hyNational Accreditation and Management Institute, certifying that ThermaTmCorporation im manufacturing products within aquality assurance program that complies with |8O/|EC 1702Vand Guide 53 Testing Laboratory Signed b Testing Evaluation Lah.|nc LyndonF. Schmidt, P.E, Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Lon Hicks, VPOperations Omega Point Laboratories V0|Uam E. F|tch, P.E. Architectural Testing, Inc. Joseph A. Roeu, PE. ETC Laboratories Wendell Vv. Haney, P.E ETC Laboratories JuswphL Do|dan, PE, Testing Evaluation Lo0,.|nn, Wendell VY.Haney, PE Testing Evaluation Lab,.|no. YVoode||VV, Haney, P.E. A • Classic -Craft FIBERGLASS DOOR W/ SIDELITE INSWING /`OpUTS rWING i GENERAL NOTES t. 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 "HVHP'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 this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sideiites meet water infiltration requirements for "HVHZ". Inswing configurations and outswing configurations using s€11 items #31 & 933 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. TABLE OF CONTENTS SHEET# DESCRIPTION I Typical elevations, design pressures & general notes 2 Door panel details 3 Sidelife panel detoils & Glazing detail 4 Horizontot cross sections 5 Vertical cross sections 6 Vertical cross sections Buck and frome anchoring - 2X buck mosonry constructionBEBE] Frame anchoring - 1 X buck mosonry construction 4 j Big of Materials & Components t----- 53.13' MAX. OVERALL WIDTH ----- j k i I 1 I O Z 3 H Z 00 C7 8; w O > Xa O E i P i I t t r 4 Z 5 Cry = N rrrr do t ttvs i °' z V h 4C O U 0 Z UEwzmu P 9°r0n m a. a. I a a Xc c ni C1-> 3'a lidd o SWING OVERALL FRAME DIMENSION DESIGN PRESSURE (PSF) WITHOUT SURFACE BOLTS WITH SURFACE BOLTS POSITIVE - NEGATIVE POSITIVE. NEGATIVE- INSWING 53,13" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 53,13" x 96.5" 47.0 47.0 60.0 60.0 e-': N.T.S. BY JK c. eY; LFS IMKG mG.: FL-15036.7 r1 t OF 4 EXTERIOR INTERIOR HORIZONTAL CROSS SEc-nON 36ZMAK DOOR PANEL WIDTH 4.11" 3T 0 e Lil e 42 MlTop — ry 1.49"—i 3T 4 RPANII NOTE: WOOD DOOR COMPONENTS: OAK (SG 0.67) HINGE IMIE EXTERIOR 11, N 4( z N` 6 littl it% oz n z U o zo 6 cw00. 5 . cm E 0 Li a: ML (ASK cn of c VERTICAL CROSS SECTION JSCALE N,T.S_ 2 la-, sy; x jc« ey: LFS FL- 11,036,7 v -2 OF -2- A 46 EXTERIOR 26 23 O' cjs'2-.gym z° Ftp 52 : Y'• rg tm_n J O 0 6Y 13.75'MAX. $ 2 ! ''irrrrr[k' tt fit`\ o d m zPANELWIDTHi 7.1 T MAX. -- I 51 ^ Y E z X. z ti D.L.O. WIDTH j INTERIOR g o 40 j 24 SEE NOTE t E 5 a a 1 HORIZONTAL CROSS SECAON $ E z cW 8 a m r l" 5" GLASS 5" GLASS o BITE BITE o o 0 ( 23 I1 1/2" MIN. 26 ( 1/2" MIN. 2$ - GLASS THK. Z$ i I r— GLASS THK. z = EXTERIOR 22 EXTERIOR j ; I :5 o 25 I t /a" 25 I t /a" - a o - ' I TEMPERED TEMPERED o n I GLASS GLASS aj 0 EXTERIOR INTERIOR_ QI a E u a I AIR SPACE 4 AIR SPACE I Co! z b 24 TEMPERED 24 TEMPERED mjm INTERIOR INTERIOR IGLASS --- GLASS 3 — 24 25 18 i< ail o Gi Ln GLAZING DETAIL GI GLAZING DETAIL_ 29 I CS 6f5kwiotedgassw! .5IrrW ted glass w/ smc Ete frome pva fite frame SEE NOTE 1 Ln 1 { v u 2 3 j ( z a 50 SIDELIYE PANEL ¢i a _ o NOTE: WOOD SIDELRE COMPONEM PINE [SG >=0.42j / f C_LLLd 51 i O o I z v NOTE:--t.S3" r I- 1.53" z ATE- 02124112 I Spacing for item ri 18 8 #24 (fite frame screws) is scNe: NT.S. i as follows: From the bottom up on sides: 6.5", w th SI SIDELRE TOP 6 B. TM. 52 SIDECRE SALE JK m' 7) more spaced at 9.88" o.c. there are (2) screws RoL bath top and bottom 2,13" in from each corner. I L 1 VERTCCAL CROSS SECTION cw , LFS 3 3 OPAWNG NO.: rc N FL-15036. 7 0 N SHEET _L OF 9 v 1-1/4'MIN. EMB, (TYP.) E 1-1/4"MIR `4 A, EMB. (T-yP.j V, 6 SEE NOTE I D 14 50 6 5 5 AV C 20 YS V. aj 2 INTERIOR z z 0.6 8 fill M 7 0 ; ZO(j W a oi L EXTERIOR 3 7, E 1z LjEy za 2 4 5 It 4 4 CSINK z TYP-) cc EXTERIOR 1 0 t z HORIZONTAL CROSS SECTION Outswing shown insvAng also approved 5 V4 N/ 61 r3'Y 4 5 5 HORIZONTAL CROSS SECTION Shown w1l X sub buck 03' EMB. (TYP.) a. INTERIOR EXTERIOR nC Do J, C. 1, The sidelite is direct set into the jamb with (121 item # M (#8 X 2 PFH wood screw). There are (4 of each vertical jamb from the top down at 13.5", 31", 48.5"& 66". SEE NO' EXTERIOR 2 HORIZONTAL CROSS SECTION Outswing configuration 4 HORIZONTAL CROSS SECTION 4 inswing confguration INTERIOR EXTERIO-F 3 HORIZONTAL CROSS SECTION uts shown -inswingsoved ae N, T S. et. JK C BY: LFS 1W.G NO. FL- 15036.7 TT 4 OF 9 61 EXTERIOR INTERIOR rl -", VERTICAL CROSS SECTION Outswing shwon - inswing also approved r4-'VERTICAL CROSS SECTION, Inswing configuration see general notes, sheet I for "HVHr Water infiltration requirements V-- 654 3 VERTICAL CROSS SECTION 0.tswing configuration see gene al notes, sheet I for'HVHr!water infiltration requirements btl INTERIOR EXTERIOR 61 62 2 VERTICAL CROSS SECTION k,,$ J Shown w/ I X sub -buck EXTERIOR INTERIOR VERTICAL CROSS SECTION 66 5 Outsmng confyuration see general notes, sheet I for "HVH27'water infiltration requirements All: z g i;; ,, 00 z v flit It 0 n z E 0 Z 6 oil 2 C 00z C E, 02124112 L& N.T.S. BY: JK 6y: LFS w G No. FL— 15036.7 9 5 OF 4 D5O SEE NOTE I INTERIOR EXTERIOR VERTICAL CROSS SECTION cZtsw shown - inswingaagr\d EXTERIOR SEE NOTE I CM 1 Vb rr us Z' 46 A ME ao. Z6 00 Co S 6 P) Z 0i -0 I jj z z Z cd 71 01 zo 6 0 a04c 41 3 a, d 0. E ' 0 z Q C'j SEE NOTE ) k4LA— INTERIOR EXTERIOR INTERIOR I' 2 VER17CAL CROSS SECTION Shown w/IX sub-b ck Cf 39 ci 0 NOTE: 1. Anchors ass'y thru head and CCr sill at C in from each corner end. 0 INTERIOR EXTERIOR INTERIOR EXTERIOR 5 VERTICAL CROSS SECTION SEE NOTE 1 M 5* 0 Outswing configuration EO19 z T7 VERTICAL CROSS SECTION Dt— swng —configuration 4 VERTICAL CROSS SECTION 6 Inswing configuration OATE: 002124112 SCALE: N.T.S. GWG. BY, JK CrKEll, LFS DRA"C NO FL- 15036. 7 S.EE- S Cr __L 4' 4" 6" A% z 0i SEE DETAIL I C- to z 0.0 0 ) z MASONRY. TYP• MASONRY TYP. HEAD C 0 ZJHEAD -ii OOPENING & JAMBS OPENING & JAMBS 6 0 0. MULLION TYP. z SH OWN FOR i FRAME -/" i REFERENCE i 8 211 a: N OLY2XBUCKXz 0 2XBUCK - 0 TYP. 0 C Z SILL cL Ntt DETAIL 2 a mco BUCK ANCHORING STRIKE JAMB FRAME ANCHORING HINGE JAMB r. Masonry 2X buck construction 63 I Ic o i z CONCRETE ANCHOR NOTES: 28 i z : MOUTSWINGI. Concrete anchor locations at the comers may be adjusted to maintain the min, edge distance to morfarjoints. L INSWING 63 0 2 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to DETAIL I DETAIL I /I maintain the min, edge distance to mortar joints, additionat concrete anchors Attach surface bolt Attach surface bolt 8 mayberequiredtoensurethe "MAX, ON CENTER" dimension are not exceeded. strike plate to same strike plate I frome cL cL 1 Concrete anchor table: as shown (to as shown (Inswing) z OUTSWING 10 ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE z AN6566TOMASONRYTOADJACENTINSWINGTYPESIZEEMBEDMENTEDGE ANCHOR ITIN G < t4 ;1 1, 1 --, 41:-- u TAPCONe1/4- 1-1/4' O- m G2124112 ELC 1/ 4- 1-1/4r LATCH & DEADBOLT DETAIL 63 scwE: N,T,S, ULTRACON' 63 DWG, -3y: jK m ITW N. 3/ 116" 1-114- 3" HINGE DETAIL DETAIL 2 DETAIL 2 cHK L. LFS TAP0E DPAWNG NO.: WOODSCREWINSTALLATIONNOTES: Attach surface bolt Attach surface bolt _7 1. Maintain a minimum 518" edge distance, I" end distance, )"o.c. spacing of strike plate at the threshold strike plate of the fteft[d FL - I MW3 6. 7 Out ( lnsv ng) 6woodscrewstopreventthesplittingofwood. s-ingi _T s,E,T 7 of 9 A MASONRY OPENING FRAME I X BUCK SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING CONCRETE ANCHOR NOTES: Masonry I X buck construction I Concrete anchor locations at the comers may be adjusted to maintain the man. edge distance to mortorjoints, 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min, edge distance to mortar joints, additionat concrete anchors may be required to ensure the "MAX, ON CENTER" dimension ore not exceeded. 3. Concrete anchor tobie: ANCHOR ANCHOR MIN, MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW 114- 1-114" 2" r TAPCON* ITW TAPCONO 3/1 V 1-1/4" 3" 1-1/2- WUUU 'C KCW IN3FALLAfIVN NUItY 1. maintain c minimum 516"edge drone, I" end distance, & l"o.c. spacing of wood screws to prevent the splitting of wood. HINGE JAMB LATCH & DEAMOLT DETAIL 67 61 DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) 65 66 oe 63 DETAIL 2 Attach surface bolt strike plate at the threshold Out-ing) 0 %%11--11 ii d) z 011I > 1,rF tat 20 c;m 6z oiQJ E c E o 0 0. E 8 HINGE DETAIL 63 64 DETAIL I Attach surface bolt strike plate to frame as shown (Inswing) Q64 63 DETAIL 2 Attach surface bolt strike plate at the threshold Inswing) ti 55 4- I- 2L1LC LE 02124112 N. Z.S. 81jK By, LFS FL- 15036. 7 ET ks 4,0 mO L• 1i M d V: 0: z Pc`i Q o m Y'••. 1' rr* u O n z yC V z U Eo S o t o °a 1 6 `o a7Gm v;a a mxay. coz w3a 0 Jc) ¢ jww gK nj c- g 2W N O e o a E of m z V Z Ch O J 2.2T ---- ! ; wlw jo 2.12' L ti —t c 2.36" ' f 4,63' 19 2© HEAD 3 SIDE _ lo"'b OUTSWiNG VDEUM 31 BUMP FACE THRESHOLD EOW PROFFEE o h 16 Spoce2.59 2.36" 2i4" --1 — f j ' 1.68. —{ 5.75" t ' iz z z N t k —E 02/24/12 o I o ! j scw.e: nt.T.5. I 1 71clt pwc. By iK10.53, -- 4 T— I cwc BY, LFS PLASTIC UP Ulf FRAME FS FNSWiNG lIDEUTE PLASRC UP UTE FRAME 33 SE[F ADJUSTING SADDLE THREHOED o u nKc no.: 34 HiGH WATER DAM THRESHOLD 23 SMC $pocer Pvc BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 4.55 WOOD 23 PLASTIC LIP LITE FRAME SMC SMC B 2X BUCK SG >= 0.55 WOOD 24 t (4"INTERCEPT SPACER STEEL C MAX. i /4"SHIM SPACE WOOD 25 SILICONE CAULK SILICONE D I /4" X 2-3/4" PFH ELCO CONCRETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI30} OR HOLLOW BLOCK CONFORMING TO ASTM C40 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL F 4" X }-3(4" iTW CONCRETE SCREW STEEL 24 8-14 X i-t/2" PLASCREW STEEL H I (4" x 3-1(4"PFH ITW CONCRETE SCREW STEEL 3i BUMP FACE THRESHOLD LOW PROFELE ALUM. (WOOD V J4" X 2-i /4" PFH ITW CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC J 1(4" X 3-3(4" PFH fTVJ CONCRETE SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. K ib X T PFH WOOD SCREW_ STEEL 39 HIGH WAFER DAM THRESHOLD ALUM. E 8 X 2-} (2" PFH WOOD SCREW 1.} 5" MIN. EMBEDMENT STEEL 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS M X T PFH WOOD SCREW STEEL 4} DOOR SKIN; .I2S' MIN. THK, FIBERGLASS BY iHERMA-iRU WITH YIELD STRENGTH Fy (MEN.} = 6,000 PSI FIBERGLASS N i (4" X 2-3(4" PFH ITW CONCRETE SCREW STEEL 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 42 TOP RAIL COMP. 8 LONG REACH COMPRESSION WEATHER -STROP FOAM 43 LATCH STILE WOOD 9 4" X 4" HINGE .047" iHK. STEEL 44 HINGE STILE WOOD 10 0 X 3(4" PFH WOOD SCREW (HINGE TO FRAME} STEEL 45 BOTTOM RAIL COMP. 3(8" X 3!$ QUARTER ROUND FENCER JOINTED PINE WOOD 46 POLYURETHANE FOAM (1.4 Ibs. DENSITY( POLYURETHANE l4 1" L. X .040" DEA. BRAD TRIM NAIL STEEL 50 SIDECITE PANEL - SEE SiDELfTE PANEL DETAILS SHEET FOR DETAILS 5 INSWING SEDELITE SPACER PVC 51 516ELITE TOP 8 BOTTOM RAIL COMP. Ib OUTSWINGSIDEtETESPACER PVC 52 SIDECITESTILE WOOD 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 60 t JT SURFACE BOLT SPACER STEEL 18 6-18 X 1-3/X'PFH SCREW STEEL bi IVES SURFACE BOLT #4548.0" L. X .25" FHK. STEEL STEEL i 9 HEADER JAMB PINE SG >= 0.42 WOOD 62 l4-20 SEX BOLT W(1(4-20 FEMALE END X I-3/4" L. STEEL 20 SIDE JAMB (PINE) SG >= 0.42 WOOD 63 SURFACE BOLT STRIKE PLATE STEEL 21 KWIKSET DEADBOLT -SIGNATURE SERIES 780 STEEL 64 10 X 2-1(7` PFH SCREW STEEL 22 i (8 THK. CELLULAR GLAZING TAPE 65 3(16" X 2-!(4"PFH ITW CONCRETE SCREW STEEL r-------- a.56" -----i bb 3! i b" X 2-3(4"PFH ITW CONCRETE SCREW STEEL b7 3(i b" X 3-3/4!*PFH ITW CONCRETE SCREW STEEL v c R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Buildkig Industry P.O. Box 230 Valhco, Ft, 33595 Photic 313.659 9197 Florida Board of Professional Engincers Ceilificate of Akidiori&moji No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft' Exterior Swinging Exterior Door 118 Industrial Dr, Fiberglass Door wt Sidelites Doors Assemblies Edgerton, OH 43517 Inswing I Outswing Phone 419.298.1740 Non -impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No, 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. I 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 OF at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-1 5036.8 for size and design pressure limitations, Supporting Documents: 1. TestReport 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 D 1929-96, 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 b Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,Inc. Testing Evaluation Lab.,Inc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Wendell W. Haney, P.E. Drawing No. Prepared by Signed & Sealed by No, FL15036.8 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. Calculations Prepared b Sig ed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) 1. Lyndon F. Schmidt, P.E. ASTM E 1300 Glass Load Lyndon F. Schmidt, P.E. Quali! y 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 S , Lyndon F. Schmidt, P.E. v Guide 53. FL PE No. 43409 10116/ 2017 Sheet 1 of 1 Classic -Craft.: FIBERGLASS DOOR W/ SIDELIFES INSWING / OUTSWING NON -IMPACT`` GENERAL NOTES I. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code FBC) structural requirements including the "High Velocity Hurricane Zone" (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 on impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all silts used under sidelites meet water infiltration requirements for "HVHZ`. 8. Inswing configurations and outswing configurations using sill items #31 & 933 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 of habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sit is less than 45 degrees. TABLE OF CONTENTS SHEET # DESCRIPTION I Typical elevations, design pressures & general notes 2 Door pone[ details 3 Sideffte panel details & Glazing deta4 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and frame anchoring - 2X buck masonry construction 8 Frame anchoring - I X buck masonry construction 9 Bill of Moterials & Components Q. k 68.5" MAX. OVERALL WIDTH i h•. 4 t i is 0 z z 3 3 z 0 M Ow f w e y > O X O d Q b ja it i f i 1 t SWING OVERALL FRAME DIMENSION DESIGN PRESSURE (PSF) WITHOUT SURFACE BOLTS WITH SURFACE BOLTS POSITIVE NEGATIVE POSITIVE NEGATIVE INSWING 68.5" x 980 47.0 47.0 60.0 60.0 OUTSWING 68.5" x 96.5" 47.0 47.0 1 +60.0 60.0 121 E:02/24/12 N T S. s. By JK c. BY, LFS IWNG NO.: FL-15036.8 F 1 OF 9 EXTERIOR I HORIZONTAL CROSS SECTION 360 MAX. DOOR PANEL WIDTH II 4.11" X, LD 1.48' 00 In DOOR PA1111 NOTE: WOOD DOOR COMPONENTS: OAK JSG >= 0,67) EXTERIOR A7- oz tZ5 z o " D > 'i On z Z0 E o a. a: INTERIOR VERTICAL CROSS SECTION 3 2 E: 02124112 ItE, N.T.S. ey JK BY: LFS 7--K —w FL— 15036.8 L OF 13.7 PANI 7, D.L SJDEEfTE PANEL NOTE: WOOD SIDEUTE COMPONENTS: NNE (SG - O0 42j NOT"c: 1. Spacing for item # 18 8 #24 (iite frame screws) is as follows; From the bottom up on sides; 6.5", with 7) more spaced at 4.88" o.c. there are (2) screws both top and bottom 2.1 Yin from each corner. EXTERIOR INTERIOR IORIZONTAL CROSS SECTION IT rr1 A" MIN. SS THK. EXTERIOR t!8" TEMPERED GLASS AIR SPACE 1/8. TEMPERED GLASS INTERIOR SJ SfDECRE TOP d BFM. Ralf GJ G[AZINGDEiAJC5itwiatedglassw/ pvc lite frame 1.53" 52 SfDEM STILE MIN, ASS THK 1!8" TEMPERED GLASS EXTERIOR AIR SPACE 1!8" TEMPERED GLASS St * A, . L a QC z n zap rn0 N o 00 z° 51 n E Z oiU Ep„ N E N O t m maa.a i 4 a'E oz Q rt} O a 3`i v s C OW< ra ac n ¢ z g g a INTERIOR GATE: 02/24/12 SCALE, N.7. S. l 2 _ , VERTICAL CROSS SECTION °WG BY: JK Ct . By LFS DRAY .. 0 FL- 15036,8 SHEET 3 - 3 OD SEE NOTE I 14 L C21 O7' INTERIOR INTERIOR 4 2 EXTERIOR EXTERIOR 44 A i -- C'SINK TYPI O LI /4" MIN_J HORIZONTAL CROSS SECTION Ema. (TYP.j 001ng shown, inswingapproved 0.15" CSiNK Typ.) I SEE NOTE I 27 EXTERIOR r2-", HORIZONTAL CROSS SECTION r3-HORIZONTAL CROSS SECTION 4 Outswing configuration 4 OutsvAng conl5guration TE I SEE NOT( 1.1MIAMN 6 1 HORIZONTAL CROSS SEC77ON Shown w/ I X sub -buck NOTE: i. The sidelife is direct set into the jamb with t 12) item #M, (08 X Z' PFH wood screw). There are (4) of each eerficcf jamb "or, the top down at 13.5", 31", 48.5" & 66'. US, CSINK TYP.) XTERIOR SEE NOTE i 4TERIOR Ip 2 10 CW By LFS WWG — 4 HORIZONTAL CROSS SECTION 5 HORIZONTAL CROSS SECTION O FL110,- 75036. 8 Inswing configuration inswing configuration SHEET 4 OF T E z requirements z L: Z 15 23 EXTERIOR Amy requvemenis z 4'. 0 Zvi 0 0 It 1 1% on z 0 a CD a: 0 Z c 0 50 _ M z a SEE NOTE i tl INTERIOR - EXTERIOR 1 VERTICAL CROSS SECTION 6 Outsving shown - inswing also opproved INTERIOR / EXTERIOR SEE NOTE I t M t`, j!M EXTERIOR SEE NOTE I C T z , m Us a z -- 1 T . Z, i W c ! a ° 6 a r 3 VERTICAL CROSS SECTION 6 Outswing configuration INTFRIOR s VERTICAL CROSS SECTION 6 Outswing configuration F/ liil// SEE NOTE I INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION b Shown w(1Xsub-buck tt AX a• t1 lLn o r :de• y` 2m v m U N o x zo z o Emoa New maa@ am cz E o C3 8 a s`1 NOTE: t. Anchors ass'Y thru head and silt of 4" in from each corner end. 4 VERTICAL CROSS SECTION 6 Inswing confguration DATE: 02124112 SCALE. N. T. S. D* c. BY: JK CHK BY, LFS FL- 15036.8 SHEET 6 OF 9 MASONRY J TYP. HEAD OPENING € & JAMBS SEE NOTE i 4" r 7 i f MULLION 2X BUCK SHOWN FOR REFERENCE ONLY BUCK ANCHORING 1 1 t STRIKE JAMB CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min, edge distance to mortorjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additionot concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MiN. MiN. CLEARANCE MIN.CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW ® 1/4" 1-1/4" 2" 4" TAPCON ELCO 1/4" 1.1/4" 1" 4" ULTRACON ITW s 3/16" 1.1/4" 3" i"1/2" TAPCON WCJULJ 3-11CW IrV3FALLA111J +r UrC3: t. Maintain a minimum 5/8" edge distance, i"end distance, & i"o.c. spocing of wood screws to prevent the splitting of wood. 3 I! I 4"4, 3 v Y( II SEE IIlI DETAIL i l l TYP. HEAD & MASONRY JAMBS OPENING i FRAMEP 2X BUCK-i TYP. SILL fK, r t rlf SEE DETAIL 2 FRAME ANCHORING Mosonry 2X buck construction 3 i M OUTSWING 63 INSWING DETAIL i JJJ Attach surface bolt strike plate to frame as shown (Outswing) OUTSWING 65 66 L INSWING o ----_- 63 LATCH d DEADBOLT DETAIL DETAIL 2 Attach surface boil strike p€ote of the threshold Outswing) HINGE JAMB 63 I 64 DETAIL i Attach surface bolt strike plate to frame as shown (Inswing} 4 63 DETAIL 2 Attach surface bolt strike plate at the threshold Inswing) Zom co` zofn J rrrrr t iq o nn z ua c o oza mc° p oY a c° w d oa c6° a maa u a a 6 E aZ Oo [ 41 Xzvp z o_ z 5 m ZEc a a O Yr a, a e HINGE DETAIL I? E02124112 a. E: N,T.S. JK a LFS N" OG Np.: FL- t5G36.8 Er 7 ar 9 , MASONRY OPENING R' FRAME f X r rry SEE DETAIL t TYP. HEAD & JAMBS y TYP. TYP. SELL l t f t SEE DETAIL 2 5 STRIKE JAMB FRAME ANCHORING i i CONCRETE ANCHOR NOTES: Masonry t X buck construction i. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted os "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, oddHonct concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN, MIN, CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR fFVl t /4" 1-t(4" 2" 4" TAPCONe ITW TAPCON 3(T6" 1-t(4 3" WVVV 3l,KCW rt431ALLJ IVN r 1v ; 1, Maintain o minimum 518" edge distance, I "end distance, 8 I"oz. spacing of wood screws to prevent the splitting of wood. HINGE JAMB LATCH d DEADBOLT DETAIL i eoe f ( 63 i DEWL i Attach surface bolt strike plate to frame as shown(Outswing) 165 66 n 63 ? DETAIL 2 Attach surface bolt strike plate at the threshold Outswing) o rN r; Fry00 o n m V a Z O on D p CvE0, o N v m d a V E. 6 SE vZ u c w 8 3a HncGE-DErafL 63 t 64 i DETAIL t Attach surface bolt strike plate to frame as shown (Inswing) i 64 I 1i 63 DETAIL 2 Attach surface bolt stoke plate at the threshold Inswing) E-02124172 e: JK e: LFS fwING up.: FL-15036.8 V 8 of 9 r: V. oz om I \\ 1 Om W v a o °za g Ew zzmmu N a Na m d a m y o roz cW a o Z ao ww z Z a g N b0 m < O. 6O a ! J J m. omf I 4 m iI E csj z d Z vT 1 22 19 20 HEAD 6 SIDE 4.63' o o jamb OUTSMNG SIDEUTE \ BUMP fACE THRESHOLD LOW PROFfLE = ^ 4,56' tb Spacer btu 2,15 A p o2.36" —1 - L68 " - 1,68" ! o'- I 1.69 4 - j f - 51F E of ry i - DATE:02124112' r j car', .. ScxE: N.T.S. ewG. eY: JK 0.53' --I —1 - -- .53 7 - f c -. e : LFs HIGH WATER DAM THRESHOLD PLASTIC UP LITE FRAME fNSWFNG SIDELRE PLASTIC UP UtE FRAME 23 ' IS Spacer 26 pyC 33 SELF ADJUSTING SADOtE THREHOLD FL-15036.8 skeEr 9 or 9 eltt of MATERIALS ITEM DESCRIPTION MATERIAL ITEM QESCR PT ON A 1 X BUCK SG >= 0.55 WOOD 23 PLASTIC LIP LITE FRAME SMC SMC B 2X BUCK SG >= 0.55 WOOD 24 1(4"INTERCEPT SPACER STEEL C MAX, T(k" SHIM SPACE WOOD 25 SILICONE CAULK SI TW ~ \ Building Consultants, Inc. B Consulting and Engineering Services for (lie Building Industry norida Board aProfessional Engin=nCertificate of/uth="mio°No, mo Product Sub Category Manufacturer Product Name Category Exterior Exterior Door 118 Industrial Dr. Fiberglass Double Door Doors Assemblies Edgerton, OH 43517 Inswing I Outswing Scope: This is Product Evaluation report issued byRVVBuilding Consultants, Inc. and Lyndon F. Schmidt, P.E. (System |D# 1898) 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 interestinthe company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. 1 This product has been evaluated and isincompliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" <HVMZ, 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 will) Section 1626 of thaF8C. 4.When used inareas outside uf the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBCSections 180S.12&R30121 2 5. For 2xstud framing cunatmc*ion, anchoring of these units aka|| be the same as that shown hor2x buck masonry construction. 6, Site conditions that deviate from the details of drawing FL15036.9 equine 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 ''HVMZ^ Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees, 9. See drawing FL-15036.9 for size and design pressure limitations. Supporting Documents: Test Report No. TEL0140O336-A8. 0 STT6UOOO1 15427107362 ATI 6750801- 106-18 ETC- 01- 741- 10705.0 ETC{1- 741'10593.0 TEL-061081- 3 2Drawing No. No, FL15036. S 3. Calculations Testing Laboratory Signed by Testing Evaluation Lab., Inc. Lyndon F, Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab,, Inc. Lon Hicks, VPOperations YWUiamE Fitch, P.E, Joseph & Reed, P. E vVendel|mi Haney, P,E. Joseph LDnlden P.E. Wendell VKHaney, P. E Sinned & Soo|edbv Lyndon F. Schmidt, P.E. Signed & Sealed by Anchoring RVVBuilding Consultants, Inc, (CA # 9813) Lyndon ESchmidt, PE Quali!y Assurance Certificate ofParticipation issued byNational Accreditation and Management Institute, certifying that ThermaTmCorporation ia ' manufacturing products within uquality assurance program that comp!iaa,` with |SO/|EC 17O2Vand Guide 53. Lyndon p.Schmidt, RE, pLpsNo. 43409 10n6/z0n Sheet Io«1 Test Standard A5TMD1929-90. ASTMD885-U ASTM D2843- 99 ASTMG2V- S5 AGTMEV4- 00a ASTMD1929-gh r^s2O2' S4 TAS2O2-S4 TAS2U2- S4 Prepared b RVvBuilding Consultants, Inc. (CA # 9V13) Prepared by G z figapool Classic -Craft, FIBERGLASS DOUBLE DOOR INSWING / OUTSWI VG WOW -IMPACT" GENERAL NOTES i. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code FBCj 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"HVHr this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHT` 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 N buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sift item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswng configurations using sill items #31 & #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (In the "HVHr'j only in non -habitable areas or at habitable locations protected by on overhang or canopy such that the angle between the edoe of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET# DESCRIP17ON I Typical elevations, design pressures & general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections 5 Buck anchoring 6 Frame anchoring - 2X buck mosonry construction 7 Frame anchoring - 1 X buck masonry construction g Astrogol details 9 Bill of Materials & Components 74.5' MAX. OVERALL FRAME WIDTH -- LI l I' z zz z O w a a H U EIH Uw x Ox b a d0. fi IS SWING OVERALL FRAME DIMENSION DESIGN PRESSURE (PSF) WITHOUT SURFACE BOLTS WITH SURFACE BOLTS POSITIVE NEGATIVE POSITIVE NEGATIVE INSWING 74.5" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 74.5" x 96.5' 47.0 47.0 60.0 60.0 C-TE: 02124 12 scu.c: N.T.S. Dwc. SY, JK CHx. 9r. LFS FL-15036.9 e 1 ov 9 41 EXTERIOR 42 = v c; N i i Nc i/p om 43 FTIfF 5 . a o m 1 j rt*`it ` onUN •• n Z Z U INTERIOR 46 N e g t Lu0. t m a a a 2 HORIZONTAL CROSS SECTION Z i a g hni36.0" MAX, o - DOOR PANEL WIDTH a Cf E EXTERIOR_ INTERIOR 4.11" A _ O -i.4T c a z tITT O 9 0 0 42 iOP RAC! 43 CATCH STILE ^ v : 2 % ( v a ~WZO r i SSS 1 i--- 1.49" - 4 - i o a{ a ( a QOdR PANEL Ciau c craft W LL NOTE: WOOD DOOR COMPONENTS: OAK ISO>=0.67; o z Wt. 022124 12 HINGESTFLE 5 BOiTOMRAt[ Scut. N.T.S. 4 2 VERTICAL CROSS SECTION CWG ex. JK 2 Cam. e. LFS E oav wC r+o.: FL-15036.9 SHEET 2 O 9 l 2 1-1/4"MIN. r EMB, (TYP.) V 4( C A 13 20 0 0. z it, jttt 0 0 z 8 z aZ0 21a. n4o , 7 0 :5 6 0' cgymINTERIOR m 0:. (L 6 3 0 2 3 C1 C: LLA 3 17 4 EXTERIOR 10 E! s n 4 HORIZONTAL CROSS SECTION 1- 1/4-MIN. Shown w/ I X sub -buck 1. 1 /4- MIN. EMB. ( TYP.) 3 r4 5 EMB. (TYP. 0 1 OD (c D GAS' CSINK C'SINK - Z ( TYP-) ITYP-) DL 20 8 0 Q IC401) INTERIOR 7 INTERIOR EXTERIOR 13 J EXTERIOR z DATE: 02124112 z 46 UO DWG, 9Y: JK CHK. BY: LFS 1 HORIZONTAL CROSS SECTION (-2-'\ HORIZONTAL CROSS SECTION (_3 HORIZONTAL CROSS SECTION DUWING NO. so OutsvAng shown - inswing utsapproved gshown - inswing also shown - inswing FL- 1,1036.9 also approved p ro = oppro SHEL7 3 Of 9 z 40 63 19 Z EXTERIOR INTERIOR 61 z 1 VERTICAL CROSS SECTION olu ,ng shwon - inswing o orovec, 60 l 61 EXTERIOR m [ INTERIOR 65 3 VERTICAL CROSS SECTION Q7outs,mng confi?urotion see general no es, sheet I for'14VHr water infiltration requirements z rcrtd; C., < z 0 0 Z j z A R, f 6164 0 ( L a: ft ILI 7 63 Cz em E z 62) 40 19 8 7 EXTERIOR INTERIOR INTERIOR EXTERIOR mac c' 40 61 602 32 64 2 VERTICAL CROSS SECnON qVERTICAL CROSS SECTION 4 VERTICAI CROSS lr" 2 r g.,, 4Inswingconfigurctisee general nofes, sheet I for " HVHr Water infiltration recturements z Shown w/I X sub -buck 60 61 EXTERIOR INTERIOR 5- VERTICAL CROSS SECTION 1Outswing confi?uration see general notes, sheet I for "HVHr water infiltration reclimements C. BY, LFs FL—' 5G36. 4 ET, L OF 0 0 0 0 121 vu. 06 4V, fA's?j i FfQ om I y III N 1 OY IIrr Z 00lG o n zarttt O Q• v U Zm vTYP. HEAD h a E m z n JAMBS o m m a MASONRY OPENING E `o Z ASTRAGAL fan 0 SHOWN FOR v o REFERENCE j g ONLY j 2X BUCK ix, CS O aO O i 4 t\ V OZzC1G CONCRETE ANCHOR NOTES: 22I 1. Concrete anchor locations at the corners may be adjusted to maintain the min. BUCK ANCHORING edge distance to mortar joints. a a _ 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension ore not exceeded. I d 3. Concrete anchor table: o ANCHOR MIN. MIN. CLEARANCE MIN. N , Z CLEARANCE I E z 7 5' L SEE DETAIL MASONRY TYP. HEAD OPENING JAMBS ASTRAGAL SHOWN FOR FRAME REFERENCE ONLY 1 2 0 1 1 2X BUCK, SEE DETAIL TYP. SILL FRAME ANCHORING Mosorty 2X buck construction for DP <= 48 PSF ASTRAGAL STRIKE JAMS CONCRETE ANCHOR NOTES: I, Concrete anchor locations at the corners may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 1 Concrete anchor table: ANCHOR ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY EDGE TOADJACENT ANCHOR ITN! 1/ 4- I-1/e 2- 4" T PCO ITW 3" TAPCON I. maintain a minimum 518" edge distance. I'" end distance, & T'o,c. spacing of wood screws to prevent the splitting of wood. 7. 5' 4:Zt 6' 5: trl 0 -§2 zzN Z o 0 0 SEEDETAILz to MASONHEAD0oxOPENINGRYTYP. JAMBS .0 S T ASTRAGAL SHOWN FOR 0 z REFERENCE C 4! FRAME ONLY 2X BUCK SEE DETAIL TYP. SILLvs cep DETAIL I Attach astrogaWsurface bolt strike plates to frame as shown ( Outsvvingl 63 (5 66 DETAIL 2 Attach surface bad strike plate of the threshold OutsvAngl FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSf and DP <= 6OPSF 2 63 64) DETAIL I Attach astrofol/ surfocP boll as strike plaestofrom as shown ( Inswing) L 64 L 27 6- tffTAIL 2 Attach surface bolt LATCH d DEAD80Lr DETAIL strike plateatthethresholdlnswingjHINGE JAMB HINGE DETAIL L1 24/ r2_ SCuN. T. S. Owr, ey, JK wk. er LFS FL— 15'j36. 9 SHIU 6 OF 9 z z 6 f A t SEE DETAIL 1" MASONRY J J TYP. HEAD T OPENING JAMBS ASTRAGAL I SHOWN FOR FRAM€ REFERENCE x a ONLY O I X BUCK a TYP. SEE DETAIL SILL l I FRAME ANCHORING Masonry I X buck construction for DP <_ 48 PSF ASTRAGAL STRIKE JAMB CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers maybe adjusted to maintain the min. edge distance to mortar Joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY EDGE TO ADJACENT ANCHOR ITIN& 1/4" 1.1/4" 2" 4" TAPCON tTW 3116 T-i/4" 3" TAPCON t WVV(J JL.KCW rtVJfALLH IfViV VNi !CJ* ttI{ t. Maintain a minimum 5/8" edge distance, Y' end distance. & i"o.c. spacing of wood screws to prevent the splitting of wood. 7.5' 3" MASONRY TYP, HEAD OPENING & JAMBS FRAME IX BUCK, SEE DETAIL 2" G 63 DETAIL I Attach ostrogat/surface bolt stnke plates to frame as shown (Outswing) 63 65 66 E i DETAIL 2 Attach surface bolt stoke plate of the threshold Outs—g) I f Z 60 w' gymi •``• o m m SEE DETAIL i t```` t z d m o 6vcaozLia tipEazmoo a 1 roa maam ASTRAGAL g SHOWN FOR — z REFERENCE a 3 a ONLY _ g TYP. SILL = FRAME ANCHORING Masonry I X buck construction for DP > 48 PSF and DP <= 6QPSF 2 63 I `-. 64 DETAIL I AHoch ostrogaflsurface bait strike plate to frame as shown (Inswing) 64 63 DETAIL 2 Attach surface bolt strike plate at the threshold Insvlrng) HINGE JAMB LATCH d DEADSOLT DETAIL LE: N.T.S. er: JK 8, LFS wu. G NO,: FL- i 50.i5.9 7 OF 9 A 6V -la3 4( It,.' ofi4Z6 00, Vc zon z ON . 0 X° zo j w R 0 mCLU) D . m (L (L I 14.38" 6CZ183T - --------- - ---- 18.39, 0 cW rr 13 TYP. :,o 13 TYP. TYP 13 1<1 tM 0 tY 4.5- 4.5- 1 LL SIM 3.25' 3.2 7' 2" z SEE NOTE 1 3 j R 2 z ASMGAL..DETAIL CI NOTE: ' I 0 WE: 021241 } 2 1, THE ASTRAGAL BOLT HAS A 3" THROW AT THE TOP AND SCALEr N.T.S. I H E BOTTOM. DWG V-j K CHK, BY, LFS DRAWNG No- FL- 1 5036.9 SHEE7 or a Y E z x V o a S EDaAwxac tt ............ r us;, Z i .t i s { « ! t 1{t o -- z 3a" -- i9 20 HEAD b SfDE Jamb o h 5 a 4.63` 3T BUMP FACE THRESHOLD LOW PROFILE 5.75" F 33 $ELF ADJUSTtHG ADDCE TffREffOCO t-.- 4.56" ---+; i nry 1 i 34 HIGH WATER DAM THRESHOLD i 4. ozv7 pz o w oUH .:z o Z z ° U Ew m o a n n Q a m LL docz E o° u c Ll w a ti o U zj a z a a a N iNza ! a 2 C c a Q o (o fl n z a DATE: 02124112 i SCALE: N.TS. 3 DwD. JK LHK. H+: CFS ; uo.: FC-i5036.9 0 BILL OF MATERIALS ITEM DESCRfPflOfV MATERIAL A i X BUCK SG >= 0.55 WOOD a 2x BUCK SG >= o.ss - waaD C MAX. 1(4"SHIM SPACE WOOD D i (4" X 2-3/4" PFH ELCd OR ITW CONCRETE SCREW STEEL MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACf 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1!4" X 1-3l4" ITW CONCRETE SCREW STEEL G_ 3(16" X 3-!/4" PFH ITW CONCRETE SCREW STEEL H 4" x 3-I /4" PFH IiYJ CONCRETE SCREW STEEL k 1 /4" X 2-1 /4"PFH ITW CONCRETE SCREW STEEL J 1(4" X 3-3/X'PFH ITW CONCRETE SCREW STEEL K l0 X 2" PFH WOOD SCREW STEEL L 8 X 2-i/2" PFH WOOD SCREW 1.15` MfN. EMBEDMENT STEEL i HURRICANE ASTRAGAL ALUM. 2 ASTRAGAL STRIKE PLATE STEEL 3 ASTRAGAL FLUSH BOLT STEEL 4 ASTRAGAL FLUSH BOLT sties 9 DE 9 ( R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valtico, FL 33595 Phone 813 659,9197 Florida Board ol'Profiessional [intincers Cerutica(e ot'Authorirnttoti No, 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing I Outswing I I 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 Thelma Tru Corporation based on Rule Chapter No. 61 G20-3, Method I 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 an details. Anchor embedment to base material shall be beyond wall dressing or stucco. 1 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. 12 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.10 require further engineering analysis by a licensed engineer or registered architect, T Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations 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. TE L 0 1 460336-A, B,C TEL 01 460339-A, B,C STTSO0001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593,0 TEL-06-1031-3 2. Drawing No. Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D 1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by Testing Laboratory Signed by Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,Inc, 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 1503610 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 3, Calculations PreparedRad byySigned &Sealed by Anchoring RW Building Consultants, Inc, (CA #9813) 1 yndon F. Schmidt, P.E. ASTM E 1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quali!y Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products Lyndon F. Schmidt, P,E. within a quality assurance program that complies with ISO/IEC 17020 and FL PE No. 43409 Guide 53. 10/16/2017 Sheet 1 of 1 9 10 0 Classic -Crafts FIBERGLASS DOUBLE DOOR W/ SIDEL TES INSWING / OUTSWING NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code r'BC) 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 requ`ned to be protected with an impact resistant covering that complies with Section 1626 of the F8C. 4. When used in areas outside of the "HVHZ requiring wind borne debris protection this product is required to be protected with on impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. inswing configurations and outswing configurations using sill items #31 & #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Insuring units shall be installed (in the "HVHZ') only in non-hobitable 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. TABLE OF CONTENTS SHEET # DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Door panel details 3 Sidelite panel details & Glazing detail 4 Horizontal cross sections 5 Vertical cross sections 6 vertical cross sections 7 Buck and frame anchoring - 2X buck mosonry construction 8 Frame anchoring - t X buck masonry construction 9 Astragal details to Bill of Materials & Components M.Y MAX. OVERALL FRAME WIDTH ---- --- T ? z l2 7 0 0 C 5 Oa _ c = u wYyO Q X f n r d t f SWING OVERALL FRAME DIMENSION DESIGN PRESSURE (PSF) WITHOUT SURFACE BOLTS WITH SURFACE BOLTS POSITIVE-- NEGATIVE POSITIVE NEGATIVE INSWING 105.5" x 48.V' 47.0 47.0 60.0 60.0 OUTSWING 1055, x 96.5" 47.0 47.0 60.0 60.0 a b 0 SUtE: N . 5, aK 8Y JK cHx. By: LFS FL-15036,10 SHEET f OF 10 EXTERIOR I. I INTERIOR 1 " HORIZONTAL CROSS SECTION XT MAX. DOOR +I PANEL WIDTH j 2 4.1 !" 3a, I I b7 O 61 _ a A 27 42 TOP RAtf FAiCH SittE toN 0` I 40 DOOR PANEt C c P NOTE: WOOD DOOR COMPONENTS: OAK (SG >= 0.671 HINGE STTCE 45 BOiiOM RAtt EXTERIOR z 6 rnC6 n 1 0 b Ql INTERIOR 2 VERTICAL CROSS SECTION 2 Ott N O 000rollU V aU Z a y O rUdnGO n 6 C W OOaDLM mo:aa a O a 0 oZ c 3a A.E: N.T.S. - A"4 .O.: u L-15036.10 Err 2 Of 10 7j/' i C ••.vO''. 46 EXTERIOR423:! ? ' 0 z_ 52, 13.75`MAX. 'jt t`z dPANELWIDTH ';( 52az 7.iTMAXINTERIORco 9 c wD.L.O. WIDTH j lt7 w o ucuE >or 46 md¢ o o° zmZ— T HORIZONTAL CROSS SECTION c w I S' GLASS .5' GLASS 26 23IBITE -- BITE j25 1 /2" MIN. 26 1 /2" MIN, fl w I — GLASS THK. 25 GLASS THK. >` z w EXTERIORI 22 EXTERIOR22 jCLz 5 aa. O r 25 F /8" ! 25 I /8" - a: Cs o JII 3 ( TEMPERED j TEMPEREDo X GLASS GLASS a ' o EXTERIOR INTERIOR al aj t4 AIR SPACE AIR SPACE m{ a 2¢ TEMPERED I 24 TEMPERED INTERIOR INTERIORGLASS GLASS 2S Z9 25 T$ I I JI/ I olo GLAZING DETAIL GLAZNG DETAIL `ryz I G t .5 insulated glass w! C'' L .5 insulated bass wl smc life frame Pic lite frame 1$ 29 { ;F SEE NOTE I oIa' w-I a 2 41 ws; I a SlDELREPANEL i ( ( I : `O SO C_ NOTE: WOOD S1DELITE COMPONENTS: PIKE (SG>= 0.42) i L 51 -(© NOTE: 1.53" i - 1.53" ---{ I . Spacing for item # 18 & #29 (lite frame screws) is aTe. 02124112 i scu.e: N.T.S. as follows: From the bottomup on sides; 6.5 with 51 SIDELRE TOP 3 BiM. 52 SfDELIIE STfCE 7) more spaced of 9.88" o.c. the -re are (21 screws Ra rir, , e _ JK m both top and bottom 2.13" in from each corner. L FS r2 'F VERTICAL CROSS SECTION owwwc ro: 3 FL-15036. t 0 N sNect _L Cr 10 z r2 V 1--" SEE NOTE I INTERIOR L EXTERIOR WNW" la CSINK TYP.1 HORIZONTAL CROSS SECTION Elm IMM 21 J k 22 : 4 7 3 4,,) , 4 4 J1J EMB. (TYP.) hewn - "inswing(0"f"- approved 5 4 3 4 S 1\ NOTE: 1. The sidelite is direct set into the jamb with (12) item # M (#8 X 2" PFH wood 20 14) screw). There are (4) at each vertical CSINK tomb from the top down at 13.5", 31 (TYP-I M SEE NOTE I 48.5" & 66'*, INTERIOR EXTERIOR r2-'HORIZONTAL CROSS SECTION Outswing shown - inswing also approved 3'HORIZONTAL CROSS SECTION Outswing configuration INTERIOR EXTERIOR I - I IX'RAIN. r5"HORIZONTAL CROSS SEC77ON Q Shown w/ I X sub-otick 0.15, CSINK TYPI) EXTERIOR s z zow 1 0Y 0 0 0z o 0 Z E ?ma C, 0 m 0 SEE NOTE 1 INTERIOR Ulob/ 6Q2) 14 9 10 10 4-' HORIZONTAL CROSS SECTION 111q Inswing configuration rE 02124112 SC N.T.S. G Try jK K. 8Y LFS aWwG o: FL- 15036. TO EU 4 OF _LO e Ja e a Q c e e e e V a e ___..--'-Q T7- (63 1 g7/7777 EXTERIOR INTERIOR 0) VER77CAL CROSS SECTION Z Uoal-s=olo —pl'lp&rovz'd13—n 60 - 061 EXTERIOR INTERIOR 654r3-'\ VERTICAL CROSS SECTION Outswing co see gene,.l;"? u.,,'- sheet I for "HVH," water infiltration requirements z > 61 62 EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION lnscwoonlnotes, sheet seemrgigfor "HVHZ*' Water inNtroffon requirements z 0. 0 On z 0 0 z ( j c w CY 0 n 5 6 O(L C 1 z C INTERIOR EXTERIOR 62 r2'VERTICAL CROSS SECTION Shown w/l X sub -buck 0-60 EXTERIOR INTERIOR 61- 61 zi F 66 5 1 VEIMCALCROSSSECTIONoutswingconfiguration— see genemin. e sheet I h. far "HVHT'water infProfil*on reqviements 10 Z L DATE: 021241, 2 : sc.0 N, TS DWG. SY JK C.K, 81, IFS 3 a DRAwNG NO,: FL— 15036.10 ISHEET _5_ F_ 10 M L Zn SEE NOTE i INTERIOR " " _ EXTERIOR EXTERIOR 1 VERTICAL CROSS SECTION SEE NOTE t T z p e SEE NOTE 1 INTERIOR U-41 EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION r\ Shown w11 X sub -buck I h INTERIOR EXTERIOR D 5 VERTICAL CROSS SECTION SEE NOTE 1 M l 0 6 Outswing configuration tnza t N) m 71 n 3 VERTICAL CROSS SECTION 6 Outswing configuration rye• 4 a n w dl.'.t Z ydy ii '•yy n O Mal 2 pZUL pPj a N j d 0 Q t7`,,1 NOTE: i. Anchors ass'y thru head and sill at 4'" in from each corder end. INTERIOR EXTERIOR VERTICAL CROSS SECTION 6 inswing configuration x E. N" T" S. IG er JK rc" er LFS AWING .0" FL— 150J6.10 EE 6 or 7 C 3 2 E Y 8 fTYP. HEAD MASONRY & JAMBS !! OPENING 2X BUCK 1) I ASTRAGAL AND MULLIONS SHOWN FOR _ REFERENCE ONLY BUCK ANCHORING MASONf j i OPENIN, 3 t 1 FRAI M U } O 2XB CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortorjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor tobie: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN, CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR fTW 1/4" 1-1/4" 2" 4" TAPcoNS ELCO 114" 1-114 1" 4" ULTRACON ITW 3/16" 1-114" 3" TAPCON WUUU. C-Kth` FNJfALLAIKJN NUfn. Maintain a minimum 5/8" edge distance, I" end distance, & I"o.c. spacing of wood screws to prevent the splitting of woad. 7.5" t 3 6" - 3" 3" --Ii iL SEE DETAIL Y TYP. HEAD ! JAMBS ASTRAGAL SHOWN FOR REFERENCE i E Nt TYP, ONLY it O fCK- F TYP. Y i SILL SEE DETAIL — 4 l f I E t t ! ASTRAGAL STRIKE JAMB t FRAME ANCHORING Masonry 2X buck construction 2 L 1 f4 i I ' I 63 DETAIL 1 Attach astragoi/surface bolt stn' ke plates to frame as Shawn (Outswtng} 63 65 66I i I 3 DETAIL 2 Attach surface bolt strike plate at the threshold Outswrrg( 63 , Oil L 64 DETAIL I Attach astraggal/surface bolt strike plofes to frame as shown (Inswing) 64 63 DETAIL 2 Attach surface bolt strike plate of the threshold Insvnng) I' 2& L L 27 LATCH & DEADBOLT DETAIL it rrrri ttF '• g d aM rrrt z 6 0 o on z Ittty O Z Z d m a in d aEoz f Q . 0 (L a n 1 co HINGE JAMB HINGE DETAIL TE: 02124112 ALE: N.T.S. fC. BY: JK I.. BY: LFS AV NO.: FL - 15036. 10 fM % OF $O MASON OPENIN Yi o FRA& Ix 5 6- 3' 3" 3' SEE DETAIL Y TYP. HEAD 3 JAMBS ASTRAGAL SHOWN FOR E TYP REFERENCE ONLY 0 SUCK Typ. SILL SEE DETAIL ASTRAGAL STRIKE JAMB FRAME ANCHORING Masonry I X buck construction CONCRETE ANCHOR NOTES: F, Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension ore not exceeded. 3. concrete anchor table: 63 DETAIL 2 DETAIL 2 Attach surface 6—di Attach surface bolt strike plate at" threshold strike plate at the threshold Inswing] (Outs-ing) ANCHOR ANCHOR MIM MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR tTW 1/4- 2' 4" TAPCONO' ITW 3116" 1-1/4" 1-1/2' TAPCON6 1. Maintain a minimum 518" edge distance, i" end disrance,& f'o-c-sPocingof wood screws to prevent the splitting of wood, 7 HINGE JAMB 2463 604 DETAIL I Attach astragol/snfoce bolt strike plates to frame as shown (Inswing) 4_4A z L 27 LATCH & DEADBOLT DETAIL HINGE DETAIL i -1. . Attach '*tragoi/surfoce bolt strike plates to frame as shown (Outswing) 11 z am 0 z0 0 2 6 0 CLW a) a a103 0 Z yy Ict 1J CO D Ln Ln OV Uzc 0 I OATE: 02124112 1 SME: N.T.S. DwG 8,, CHK. BY: LFS FL - 15036, 10 Ecr 8 C'r 10 A zo Z' 6 4':0—ar 0 Co =mn 0 1) z o oX Z 0 5 c tri 56 143T 8 0 0z co O t3)TYP, 3 TYR. TYP.. 13 2 0 i 4.5' 4.5' 2 3.25' i 3.25* t z SEE NOTE 1 3 sn 0,06- I k o 2! z ASTRAGAL MAIL 3z 00 NOTE: z sctE N. T.S. 1. THE ASTRAGAL BOLT HAS A 3" THROW AT THE AND THE BOTTOM. DWG, By! JK m LFS DR& WWO No,: N FL- 150-76. 10 SHCE7 10 01 2 z z E BCCL Of MATERIALS REM DESCRIPTION v: /:° d Qr i Y`• Z f? r zain M Ilrr nnc . % 1 o m i U c o 0 -z°4 z U o Eo g m u E °°a -' p oa a maa` c a r a ww v Jz w N _0 Cr 1 o oI a? a( m' i u 1 mS fo of u 4.56"!! 2.2 T t —--2.12°-- a olo 2.36" ___._i 1 - 4.63' E i- h m HEAD 3 SIL7E OtRSWING SLDEttTE o .r -3 aI420Jamb16Spacer _ 3i BUMP FACE Tf1RESHOCD COW PROftLE 1 _ ^ 2.54 --- 2.15" --r is - € 4.56" 1.68r-- --Z.i4"_ - 66 - 5.75" i _61 c 2.36" - -! -- 1,69 zi U WE:02124112 i Ln — scu.E: N, T. S. owc. erg JK m 0,53 LFS T L oww roc w: s PLASTIC UP UTE FRAME INSWING SIDELITE PLASTK UP LIFE FRAME FL- i 5036.10 N 39 HtGH WATER DAM THRESHOLD 23 SMC t5 Spacer 26 PvC SELF ADJUSTING SADDLE THREHO[D o H Stt£Er t 0 or 's d MATERIAL REM DESCRIPTION MATERIAL 112/2018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge StaLs & Facts Publications F6C Staff BCIS Site Map Links Sear, Product Approvaldb` USER: Public UserP Product ADDrOVal Menu > Product or ADQIICatIQJ13Qar > AaaLC an 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 ELI 4 Standard AAMA/WDMA/CSA 101/l.S.2/A440 Method I Option D Date Submitted 08/11/2017 Date Validated 08/13/2017011 Date Pending FBC Approval 08/15/2017 https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXOwtDqtH8572qvdVVldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d Yea 2008 1/3 1/2/2018 Florida Building Code Online k Date Approved 10/10/2017 I Model, Number or, Name 15332.1 'SERIES 420 ALUMINUM SGD Description SERIES 420 ALUMINUM SGD OXO 145-3/4"X80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ; No fL15132-R4 jL-Q3 QOQQf 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 ELLajjjR4 A 18 7 f RATINGS Cmated-bvjndeDendentjhit d-Pact-y: Yes 1S332. 2 REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 11 QazD224A;, 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 REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No EL15332R - 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 EL15122-RA-AE-5 f RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"06" SGD Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE I RATINGS I Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED ALUMINUM 'SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" SGD Limits of Use Installation Instructions Approved for use in HVHZ: No 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 SERIES 430/ 440 ALUMINUM SGD SERIES 430/440 ALUMINUM SOD XXX 143"X80" NOW REINFORCED Installation Instructions 115/2018 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510809D.E)df RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No EU511Z_R!JLka_-QQ5_QjE_Wf 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 510BJQp= RATINGS Created by Independent Third Party: Yes The State of Florida is an WEED employer. CQQvright 2007-2011_$f Florida.:: :: :: ArErivbLy_5jdLqmgn I i i m n :: Re 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 "wail. 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 licem under Chapter 4S5, F.S., please click tjgLP_. Product Approval Accepts: In Wi Olt El 0 Credit Card Safe littps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtH8572qvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3 NOTES: 1. THE PRODUCT SHOWN HEREIN 'IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2, WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, 3, IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX SUCK IS NOT USED D;S&mtLAR MATERIALS MUST BE SEPARATED WITH APPROVED COATINr, OR MEMBRANE. SELECTION OF COI OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORC. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN, WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS, 5, FRAME MATERIAL: EXTRUDED ALUMINUM 6053-75. 6. UNITS MUST BE GLAZED PER ASTm E1300-04/09. WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM iS REQUIRE[) FOR THIS PRODUCT IN WINO BORNE DEBRIS REG:ONS. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER -OCCURS. MAX'MUM, ALLOWABLE SHIM STACK 70 BE 1/4-. 9, DOOR ASSEMBUES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO 407 REOU4ZE 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 3/5- MINIMUM EMBEDMENT INTO SUBSTRATE, LOCATE ANCHORS AS SHOWN iN ELEVATIONS AND INSTALLATION DETAILS, ll. 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 $MS OR SELF DRIL JNG SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 33 THREADS MIN!MUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN bN ELEVATIONS AND INSTALLATION DETAILS. il ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD — MINIMUM SPECiFIC GRAVITY OF G-042 B. CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY STRENGTH CONFORMANCE TO ASTIM C-90, GRADE N, TYPE I (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 048' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO, XX, XP, PX, XIP. PiX, TABLE OF CONTENTS SHECi N0.1 DESCRIPTION NOTES 2 3 1 ELEVATIONS 4 10 1 iNSTAUAT:ON DETAILS I Kv Iotscrsro LI DATE I PPAVVC-1 J I A ADDED CHARTS 03/05/12 R.L. 8 REVISED PS NOY TESTNC 10/29/13 R.L. C ADDED GLANCE AND FiN INSTA-LK'ONS 12/06/13 R.L. F-0 REVISED jN5TALLATiON DETAILS 07/30/15 R.L. F _E REVISED INSALLATION CCTAiLS 06/20/117 R.L. SIGNED: 06,2012017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET ATZ, GRPA 17030 51 at SERIES420SGD96" X 80" NON -REINFORCED 01'_ NOTESA TAT OF 0 0 R-m!" op F.A. 08-00498 E N DNA L 'E 11111111101 Luis R. Lomas P.E. FL No.: 62514 Sc' E NTS Io"' 02/23/09 1-1 OF 10 L. ROBERTO LOMA: PE. 95" MAX FRAME W;DTH 2) ANCHORS PER LOCAMON SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 17" 6" MAX '- --j MAX- --j 6" MAX I 6" MAX I 17- MAX C.C. %i 80" VAX FRAME HEIGHT 6" MAX ir SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RA17NG t40.0PSF NONE SEE CHARTS 01 AND 02 FOR OTHER UNITS RATINGS NOTES. 1. MAXIMUM PANEL SZE: 48 1,2' x 79' 2. MAXIMUMD,L.O:445$'x74S18• HARDWARE SCHEDULE FLAT P,10UNTEO HANDLE SET (PART 099-04-145) LOCATED 38 3f4. ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (PART 499-17-195) AT EACH END OF PANEL BOTTOM RAILS WASQuS OCSC%pnON {A,n APKOVM ADDEO CHARTS 03/05/12 R.L, WASED PER NEW TESTING 10/29/13 P.'_, ADDED FLANGE AND FN INSTALLATIONS 12/06/13 R.L. REY;SW i''63TALLATaON DETAILS 07/33/i5 REV,SED INSTALLATiON DETAILS 06/20/17 j P.,L. CHART ,7; WHERE WATER INFILTRATION RESISTANCE IS REOVIRED, SEE NOTE 9 SHEET 1 Design pressure chart (psf From Sh9'4 Panat and Total Frwae width (m) Heklni 30.0 34.0 42.0 48.0 gym) 60.00 7200 84.00 9&00 Pos Neg Pos Nog Pos I Nog I Pos I Meg 80.0 40.0 55.1 a0.0 4E.2 40.0 43.4 40.0 " 9C.0 CHART,* WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET 1 Design pressure Chart (p4 Frarm &VJ0 Panel ano Total Frame Wd{h (in) HegN 30,0 1 35.0 1 470 1 48,p 60.00 72A0 184.00 1 96.00 Pos Neg Pos Nog Pos Neg Pos W, 30.0 55.1 55.1 a8.2 482 43.4 43,4 40,0 40.0 CHART 83 Number of anchor locationsrequfred Frame Heg d S6910 Par4l an0 Total Frame VV41h (in) 30.0 36.0 42,0 4$,0 n) 60.0 72,0 6410 96A HAS I Jamb HAS F Jamb HAS Jamb I HAS Jamb SD.D 4 T 5 5 1 5 6 5 j S 1 5 M! WINDOWS AND DOORS LAC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 80" NON -REINFORCED ELEVATION F.A. 108-00498 iUL£ NTS - 02/23/09 -2 OF 10 L R06ERT0 LOMAS A,E. 14X WOODFORD RD LEW;SVILLE, NC 2, 0LV 4assasosus ,calu a'rm.usw.can SIGNED: 0612012017 BENS• 9s% Six 147E Or Ot uAlLt` Luis R, Lomas P.E. FL No.: 62514 96' MAX FRAME WiOTH 1) ANCHOR PER LOCATON AT HEAD & JAMB'S SEE CHART #4 FOR NUMBER Of LOCATIONS REOUIRED 77' c. 5' MAX ,. I O.C. 6' MAX MAX O.C. D' 1iaAX FRAME HEIGHT E 6' MAX SERIES 420 SGD EXTERIOR VlEw \ DESJGNPRESSURE RATWJ3 y IMPACT RATING x40.OPSF NONE SEE CHARTS #1 AND A2 SHEET 2 FOR OTHER UMTS RATi VGS NOTES. 1. MAXIMUM PANEL SIZE: 46 1!2' x 79' 2. MAXIMUM D.L.O.: 44 6vr x 74 "i o MAX CHART04 HumDa cf sncna lou0ons>•opufred Frama a 1-01w ar+0 Tow ik l W %q (0 H 1 30.0 36A I 420 a6.0 n} 60.0 I 720 H63 lamb I 1165 I Jamb 1 64.0 86,0 HbS Jamb ns Jamb 0.0 4 S 5 5 6 S 5 5 2) ANCHORS PER IOCAMN AT SILL SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED HARDWARE SCHEDULE A II) FLAT MOUNTED HANDLE SET (PART 999-04.145)LOCATED 38314- ON CENTER FROMPANEI. 80TTOM e. (1) METALLIC TANDEM ROLLERS (PART Z99.17-t95) AT EACH END OF PANEL BOTTOM RAILS F.A. W-r NTS REkSu'4 OESCPoP'1EOr DATE APPROWID ADDED c"ZM 03/C5/12 R.L. REISED PER NEW TESTING 1 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS E 12/06/13 R.L. REVISED iNSTALIAT)ON OL.AILS j 07/30/15 R.L. REVfSED INSTALLATION DFAiLS 06/20/17 R.L SIGNED: 0S/2012017 Ml WINDOWS AND DOORS LLC i)Ilirfral r 6$0 WEST MARKET STREET R LO 77i GRATZ, PA 17050 1k- 0 &6l xSERIES420SGD 96' X 80" NON -REINFORCED FIN ELEVATION p~/ laffOF Q'"•' PIORSOo:' .,: i/I 0w0 uo. REv- 004948 E ONAL) \ we 02/23/09 3$ OF 10 LUI$ R. Lomas P . , L. R49ERTO LOWS PE, 1432 *NO DFORO060RD LE'SVd.LE, NC 27023 434-"J0 rtl Iron ,.can FL No.: 62514 1/2' MIN. EDGE DISTANCE WOO:) 1 3/8" MIN. FRAMING OR 2X BUCK EMBETMENT BY OTHERS tf4" MAX. SHIM 10 WOOD SPACE 1 3/5" M,1 . SCREW EM6EDM£N7 1 1/2" MIN. i ' I EDGE DISTANCE 1 EXTERIOR INTERIOR 10 WOOD SCREW WOOD ;FRAMING OR 2X BUCK BY OTHERS VtH FICAL CROSS SECTION WOOD FRAM+NG OR 2X SUCK INSTALLATION NOTES; 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO SE DESIGNED IN ACCORDANCE WITH ASTM E2112 L TO BE SET IN BED OF APPROVED SEALANT 10 WOOD SCREW WOOD FRAWNG OR 2X SUCK BY OTHERS 1 3/8' MiN. EMBEDMENT 1, 1/2" MiN. EDGE DISTANCE 1/4" MAX. SHIM SPACE REV 510n5 GfSfiR P;10x 04c -ppROYID BODED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.E. ADDED FLANGE AND FIN iNS?ALLA71flNS 12/06/13 , R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVSED INSTALLATION DETAILS 06/20/17 , R ". INTERIOR i, EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCI( INSTALLATION MI WINDOWS AND DOORS I LC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FRAME INSTALLATION DETAILS CRAW owc NO. ' F.A. 08-00498 eaE NITS DALE 02/23/09 —4 OF TO L. R090470 LOMAS P.E. J432 WOODFOAO RD LEWISVILLE. NO 27= a3s.t+BB-os45 r§nn=es&tnonus, >.n SIGNED: 06120120 17 0 sTTAyATT__ OF {v Luis R. Lomas P.E. FL No,: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY 0747-RS 1/2' MIN, EDGE DISTANCE 1/4" MAX. SHIM SPACE SMS OR DRILLING N dLL 70 BE SET IN BED OF PPROVED SEALANT 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE hNSTA"77ON NOTES, 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARrrY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/2* M;I EDGE DtSTF f 10 Sms OR SELF DRILU14C SCREWS METAL STRuCTuRE BY OTHERS 1 /" ".' aAu APPRNTZ A ADDED CHARTS 03/05/12 i R.L. L- I, REMSED PER NEW TMNG 10/29/13 R.L. C ADDED FLANGE AND FIN INSTA4t_AJIONS 12/06/13 R.L. 0 REVISED ;NSTALLATION DETAILS 07/30/15 I R.L. E i REVISED NSTALLIA'nON DETAILS 06/2C/17 P. L_ JAMS 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 FRAME INSTALLATION DETAILS DqAlft F. A. 08-00498 Scr+ z NTS 02/23/09 ls"a75 OF 10 L. POSERTO LOMA$ P.F. 1432 WWOFORD RD LEWISVILLE. NC Z70Z3 SIGNED: 0612012017 XIIIWJIJ/ 0 41 ATATOF 4 104 jj!' N* A*t. ION"' Luis R. Lomos P.E. FL No.: 62514 AEV SI^un'S 1 1/2" MiN 1" MIN, K=" # + atr, APPAC"O SEPARATION EDGE DISTANCE T A ADDED CHARTS 03/05/12 R:.. 8 REVISED PER NEW TESTING 10/29/13 R,L. c .. { C ADDED FLAWA AND nN INSTALLATIONS 12/06/13 R.L. a• 4 EMBEDMENT 1 1/4' MIND REVISED iNSTALLATUON DEfAI S 07/30/15 R., CONCRETE/ — • . + I . { MASONRY ! EMBEDMENT £ REV:SEO Ur'STALiATiON DETAILS 06/2G/17 R.L. BY OTHERS if4" I FSHIMSPACEOPTIONAL i• iX BUCK j 1/4` MAX. TO BE 3 J 1- c 1 j SHIM SPACE PROPERLY MIN. ( INTERIOR SECUREDEDGESEE NOTE 3 DISTANCE 1•' + t SHEET i'{, .. # r j. 3/ 16" TAPCON + M3 EXTERIOR ' INTERIOR SEPARATION SILL TO BE SET IN A BED OF APPROVED SEALANT 3/I6" TAPCON A, 3/ 16" TAPCON EXTERIOR t CONCRETE/MASONRY BY OTHERS MASONRY/ I JAMB INSTALLATION DETAIL OPTIONALixBUCHCONCRETE ` TO BE PROPERLY CONCRETFJMASONRYJNSTAJ.LA77ON BY OTHERS i SECURED l j SEE NOTE 3 S4EE7 i NOTES: i /4" MIN. 1. W1f.1R TERAND EXTERIORFINISHES, BY OTHERS, MBEOMENT NOT SHOWNFOR CLARITY, e' 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE 4 DESIGNED W ACCORDANCE WITH ASTM E2112 SIGNED: 06120v2017 s 2 7/ 8" MIN 1" MIN. xItIH111 SEPARATION -- EDGE DISTANCEMIWINDOWSANDDOORSLLC `\ R L 11/ 650 WEST MARKET STREET , \S - 44/ /ice VERTICAL CROSS SECTION GRATZ, PA 17030 •C E CONCRETEIMAASONRYINSTALLATION SERIES 420 SGD 0 96" X 80, NON —REINFORCED ' FRAME INSTALLATION DETAILS • TA OF CF LwAWk A[Y iFt scu.:. on 08— 0 0 498 £/hALlk. NTS 02/ 23/09 6 OF 10 If tRosERroLcaASP'E Luis R, Lomas P.E. 1s32 w',?OL'FON:3 ftCi LEWisnLLe. NC 27G23 FL No.: 62514 uusae-o 09riprsus&3lrronua.c m WOOD FRAMING 1/2- MSN. OR 2X SUCK EDGE OSTANCE BY OTHERS I III " 0 WOOD SCREW OC FkAM;NlG OR 2X BUCK BY OTHERS 3/8- MIN. EMBEDMENT 1 3/8' MIN. EMBEDMENT SHIM SPACE 1/2^ MIN. 0 WOOJID EDGE DISTANCE SCREW EXTERIOR INTER!ORINTERIOR WOOD SCREWS VERTICAL CROSS SECTION WOOD FRAMING OR ZX SUCK INSTALLATION NOTES., i, INTERIOR AND EXTERIOR FINISHES, 9Y OTHERS, NOT SHOWN FOR CLARITY Z PERIMETER AND JOINT SEALANT SY OTHERS TO BE DESIGNED VV ACCORDANCE WITH ASTU E2112 E SE, IN AP. ZROVEO SEALANT WOOD FRAMING OR 2X SUCK BY OTHERS WN. ENT WN, Lvtit uASANCE ADOEO ChARTS R.L. REIASED PER NEW TESTiNC C/29/13 R.L. A00E0 FLANICE XND nN INSTALLA-IONS 12/06/13 R.G REASED INSTALLATION DEIAILS 07/30/15 R.E. FCVSE0 LNSTALLATAN DETALS ix/20/17 R—t 1/4- MAX. i SHIM SPACE INTERIOR EXTERIOR JAMS INSTALLATION DETAIL WOW FRAMING OR 2X SUCK INSTALLAT;ON SIGNED: 06120,'2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ PA 17030 N r 0 ISERIES420 $GO 96" X 80" NON —REINFORCED FLANGE INSTALLATION DETAiLS• OF DRAW* -7- RCY 08-00498 0 NAL Luis R. Lomas P.E. FL No.: 62514 Scku NTS I 0"r' 02/23/09 I—T7 OF 10 L R08-1137D LOMAS P.f 1/2' MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS Ei po Sms OR SELF DRiLLNG SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4- MAX. Snits SPACE 10 Sms OR SELF DRILLING SCREW INTERIOR ILL 10 BE SET iN k BED OF kPPROvED SEALANT 1/2' MIN. VERTICAL CROSS SECTIONEDGE DISTANCE METAL STRUCTURE INSTALLATION NOTES: I. ANTERIOR AND EXTERIOR FINISHES, By OTHERS, NOT SHOWN FOR CLARITY, 2, PERIMETER AND jowr SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WiTHASTM E2112 1/2" MIN. EDGE DISTANC T_ 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS DATE APPROv10 0 ChARTS 0 REVISED PER NEW TESTING 10/29/13 R'L. C ADDED FLANGE AND FI-4 iNSTALLATjONS 12/06/13 R.L D REVISED lhSlALLATK>,N DEIA:LS 07/30/15 R.L. E REVISED INSTALLAItON DETAILS q 06/20/17 7L JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATI, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS c4wK F.A. 98 07 NTS C 5 OF 10 143Z WOODFORD RO LEwsvxLf, Nc Z7029 434-"6-0w9 SIGNED., 0611012017 5 11" OF 5 C) R Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OP71ONAL IX SUCK 70 BE PROPERLY SECURED SEE NOTE 3 SFIEFT I 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2- MIN I" MIN. SEPARATION, EDGE D;STANCE 4 a1 IE4 M " 0 ME 7 4 1/4' VAX, SHV SPACE EXTERIOR SEPARATION VERTICAL CROSS SECTION 3/16- TAPCON INTERIOR A ADDED CHARTS 03/05/12 R.L, 8 AREASED PER NEW TESTINC i.C/29/13 R.L. C ADDED FLANGE AND FLU INSTP 0 REqSED INSTALLATION DETAILS 07/30/15 1 R.L. 1 1/4- MIN. E REVISED INSTALLATION DETAILS R.L.EMBEDMENT i 05/20/1R.t T_ 1/4, wx. SllIM SPACE MIN. INTERIOR EDCE DISTANCE H MIN 3' SEPARATION 3/115" TAPCON • EXTERIOR SILL TO BE SET IN A BED OF CONCRETE/MASONRY APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRET&uASONAY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEE7 I VOTE$, 1. INTERIOR AND EXTERIOR FINISHES, By OTHERS, NOT SHOWN FOR CLARITY. 2- PER114ETIER AND ,101NT SEALANT BY OTHERS 708E 4. 1 1/4" MIN. DESIGNED INACCORDANCE MTHASTM E2712 EMBEDMENT SIGNED: 0612012017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET ik to0 I" MIN, GRATZ, PA 17030 E ri EDGE DISTANCE SERIES 420 SGID 96- X SO- NON -REINFORCED FLANGE INSTALLATION DETAILS a TAT O0F aw 4 0 R 01" F.A. 0$-00498 E wLE NTS 10*`1 02/23/09 1-9 OF 10 Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING B. OTHERS SHIM SPACE 8 WOOD SCREW INTERIOR M3 N. I k t1 j t APPROVED SEALANT BEHIND FIN EXTERIOR 7/16" MN EDGE DISTANCE JAP48 INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE — BY OTHERS APPROVED SEALANT TRIM BEHIND FIN }., 3 1/4' M;N. f fM6£DM "cNT WOOD FRAMINGy8WOODBYOTHERS INTERIOR SCREW I 1/4" MAX, HOOK STRIP 7/16" MIN EDGE DISTANCE EXTERIOR 1/2' MIN. EDGE DISTANCE i_ 2£Vtsw'vs D!SLRr?TIp T DATE APPRWED ADDED CHARTS 03/05/12 R,L. REVISED PER NEW TESTING 10/29/13 1 R,L-- ADDED PIANGE ANC F04 'NSTALLATIDhS 12/06/13 R.L. REVISED:NS'AUATIOti DE',AJLS ' 07/30/15 R.L. REVSS£0 tNS1,At.1ATfON DETAILS , 06/20/ 17 R.L. 1 5/8" MIN. EDGE DIST, TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP SHIM SPACE #10 SELF DRILUNG SCREW I INTERIOR VERTICAL CROSS SECTION WOD0 FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4-9, NOTES: 7, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLAA7Y. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 2X BUCK OR WOOD FRAMING BY OTHERS TRIM PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/2" MIN. EDGE DISTANCE 11 3/8' MX INTERIOR \\\ 1 EMBEOMENT HOOK STRIP S10CREW040 PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2X BUC74'WOOD FRAMING 1 1 /4" MIN. EMBEDMENT i 1 X BUCK BY OTHERS, 1X BJCK TO BE PROPERLY SECURED f7 ___1 3/16' TAPCON EXTERIOR PANEL tNTERLOCx HOOK STRIP INSTALLATION MASONRYICONCRET E MI WINDOWS AND fl00RS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80' NON —REINFORCED FIN AND HOOK INSTALLATION DETAILS F.A. y 08-00498 u.af NTS ° 02/23/09 1 s"'-ET 10 OF 10 L ROBERTO LOADS P E. 1432 WOODFORD RO LEWISVILLE, NO 27OX 4344m-c" IAvrrJsCa rrWspz.Gam SIGNED: 0612012017 tLt0/ i 4TATHo,. S3 51 • x o tONAIL T"1111l \\ Luis R. Lomos P.E. FL No.: 62514 NOTES: 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. I WOOD FRAMNG AND MASONRY OPENING TO BE DESIGNED AND ANCHORED 10 PROPERL:-. TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3- 'X BUCK OVER MASONRY/CONCRETE NOISOP7fONAL. WHERE IX BUCK IS T 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 C.=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS, 5, FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY CLASS, 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFCJSF,) FOR THIS PRODUCT IN WEND BORNE DEBRIS REGIONS, 8 SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR W,TH LOAD BEARING SHIM, SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS, MAXIMUM ALLOWAS-E 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 H&CH7 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE PO WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 315- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. I I - FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCoNS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMEN7, INTO SUBSTRATE WJH I" 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 INTERjOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. AL:. 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 SPECIFC GRAVITY OF C=0.42 B. CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI, C. MASONRY STRENGTH CONFORMANCE -0 ASTM C-90, GRADE N. TYPE 1 (OR GREATER). C, METAL STRUCTURE; STEEL ISGA, 33KSI OR ALUMINUM 6063-T5 048' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, XO, XX, XP, PX, XIp, PIX TABLE OF CONTENTS SHEET NO DESCRIPTION I NOTES 2 3 ELEVATIONS 10 INSTALLATION DETAILS Aiv'A DESCRW710N D-Tr t-PRVIFD ADDED FLrE AND FTN INS7ALLA710N 12/10/13 R.L. REvjSE0 INSTALLATION DETAILS_ 08/03/15 R.L. RE), ISED INSTALLATION DETAILS 05/21/1? R.L. SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET to GRATZ, JPA 17030 Y' 4,9, 51 SERIES420BCDREINFORCEDWITHOUTADAPTER96" x 96" NOTES A TATEE OF 0 - A, zwl 0. ftc, V. L. b8-02249 C ON Al - CAL': IATE INTS3 SKS 10/30/13 1-1 OF 0 pgLuis R. Lomas P.E. a lam as FL No.: 62514 1--- 98" MAX FRAME WIDTH 2) ANCHORS PER LOCATION j SEE CHART #3 FOR NUMBER OF LOCATIONS REOUiRED 6- MAX .- {.. 17" MAX MAX 6' MAX III i T- I 1rf f MAX f O.C. MAX { FRAME l iiMIGHT % i 6" MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 35.OPSF NONE SEE CHARTS O'i AND 02 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 1l2' x S5' 2. MAXJMJtA D. L.O.: 44 5'8' x 90 513' HARDWARE SCHEDULE FLAT MOD jNTED HANDLE SET {99L4-145) AT 38 3J4. ON CENTER FROM PANEL BOTTOM METALLIC TANOEM ROLLERS ("--,7-195) AT EACH END OF PANEL BOTTOM RAILS UMINUM6063•76 REINFORCEMENT {668) AT ALL PANEL INTERLOCKS CHART Al WHERE WATER WRLTRATiON RESISTAt4CE 4$ REQUIRED. IZ99 unTG a ¢YCGT r Design pressure chart Ips) Rarre SMpe1 Pane( and Toss: Remo % M (in) HWght 30A 36.0 I2.0 44.0 M) 60.OD 7Z00 80.0A 96.0o Pos Neg Pas Nag Pos Neg Pos Nay 34A 44.0 5S4 40 0 so 0A 45.7 44.0 420 68.0 40.0 55.2 43.0 48.0 a0.0 43.4 39.4 39.4 92.0 40.4 52.a 40.0 45.a 10.0 40.6 37.1 37.1 94.0 40.0 49:8 40.0 43.1 38A 3SA 35,0 35,0 CHART N2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET I Design pressure chart (psi) Frame Srgb Panes arM TOMI Frame Ntdth (n) Hasht 30.0 no 42.0 4s.0 M) 60.00 7200 8400 96.00 Pos Nag Pos Nog Pos Nog Pos Hop 84,1 58.4 58.4 -9 50.9 45.7 45.7 42.0 42.0 SIA 552 55.2 Oat 48.0 43.O 43.0 39.4 394 920 52.4 1 52A 45A 45,4 a0.8 40.6 37.; 37,1 9A0 49.8 49.8 43.1 43.1 36.4 38.4 35.0 35.0 t"NA RT M Number of anCAor tocatlons ra9u;r d Frarre Hates f1b P3nDl a% Total Frame W&A (in) 30.0 1 35.0 42.0 48.0 60.0 720 84 0 96.0 HbS Jamb NdS Jamb H4S JemD HdS Jamb 80.D 4 6 5 6 6 S 6 6 68A 4 6 5 6 6 S 6 6 92.0 4 S 5 8 8 S 6 6 96.0 4 6 5 6 6 6 6 6 stMsor.' DEScRPMH DATE APPROVED ADDED FLANGE AND FPI lNSTALLATiON 12/10/13 R.L. REVISED INSTALLATJON DETAILS 08/03/75 R.L. - REVISED INSTALLA'JON DETAILS 06/21./17 R,L MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" ELEVATION bRwatr: I CK n9. Y-L- 08-02249 scut; 14TS 6xTk 10/30/13 ISIZi72 OF 10 L. R08ERTO LOmAS P E, 1432 WOOWFORC RD LEWISVKL.E, NC 2,023 4,",•IGBB-ocOv nlanasEanbrrraspw.can SIGNED: 0612112017 R4itL,o///// ram' trt!r 5, TATE OFF rsjS NALS\S'' Luis R. Lomas P.E- FL No.: 62514 96' MAX fRAu£ WiDTN 1) ANCHOR PER LOCATION AT HEAD k JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 6- MAX 1, 17' MAX MAX J17' MAX O.C. 96- MAX FRAME HEIGHT 6" MAX 6' MAX 2) ANCHORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL EXTERJORVIEW SEE CHART #4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACTRATING REQUIRED t35,0PSF NONE SEE CHARTS 07 AND x2 SHEET 2 FOR OTHER UNITS RATINGS HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04-145) AT 38 3 4- ON CENTER FRO hETALLIC TANDEM ROLLERS (99 .7-195) AT EACH ENO OF PANEL 9{ UAMNUM 6063-T6 REINFORCEMENT (668) AT ALL PANEL INTERLOCKS RC»S?Da5 REV I "ZcR;pT;om DATE xPPRo<0 A ADDED FLANGE AND FIN INSTALLAT-,0N 12/10/13 R.L. 8 ( REMSED I4ISTALLAT*N DETAILS 08/03/15 R.L. C REVISED INSTALLAPON DETAILS 06/21/17 R,L. NOTES: 1, MAXIMUM PANEL SITE: 4S 1/2• x 95' 2. MAXIMUM O. E.O.: 44 SB' x 90 53' CHART 0.4 Numbor 01`4mhor iooa dons rapuI,od F:amo Stngio Pall W 3 Toni ir4 YYt4th (m) ni 36.0 42.0 48.0 60.0 1 720 4.0 96.0 H&S I Jamb H4S Jamb HAS Jamb H&S Jamb 84.0 4 6 s 6 6 6 6 6 SSA 4 6 s s 6 6 6 6 10 4 6 5 6 6 6 6 s 96.0 4 6 5 S 6 S 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SCO REINFORCED 'WITHOUT ADAPTER 96- X 96" FIN ELEVATION LYiAHN: OW,^. Y9. R Y.L. 0$-02249 WALe NTS Di7£ 10/30/13 1 SmaT3 OF 10 L. ROOERTC tDMAS P.E. 1432 WOODFORD RD tEMSVU-'. NC 27029 688.Oa0s dtanaaPxtomaspe.can SIGNED: 0612112017 lRi > i ito i A .,•,y>,0£NS:9u D,.6231 • x STTATT44E OF a' Luis R. LomOS P.£- FL No.: 62514 11/2- MIN. EDGE DISTANCE WOOD FRAMING 1 13"MIN. OR 2X BUCK 8 " ENT BY OTHERS SHIM 10 WOOD SPACE SCREW 10 WOOD SCREW WOOD FRAMING OR ZX SOCK By OTHERS EXTERIOR 11 11 11 11 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK iNSTALLATION NOTES: 1, INTERIOR AND EXTERIOR FJIWSHES, By OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT By OTHERS To SE DESIGNED IN ACCORDANCE W,"H ASTM E2112 SILL TO BE SET IN A 9ED OF APPROVED SEALANT MIN ENT 41N. c— -zTANCE 1 3/8" xN EMBEDMENT I— 1/2" MIN. EDGE DISTANCE WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS RfYtSKMS 0McRpT*N CLKT APPROVED ADOED FLANGE AND nN INSTALLATION 72/IC/13 R.L. REVISED INSTALLATION DETAILS Ot/03/15 R.L. REVISED :Ns-x.LAT*N DETAILS 06/21/17 R,L 1/4' MAX, SHIM SPACE INTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR2XBUCK I?VSTALLADON SIGNED, 06;2112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 0 4fEN * - ', s4fl- -,P SERIES 420 SGD REINFORCED WITHOUT ADAPTER Z, 96" x 96" X FRAMEINSTALLATIONDETAILSTA;":i OF -,—7— 07Z 4, OPA^'. V. L. R vD, S'-- E 08- 02249 NTS I DATE '/13""T4 OF 10 L, ROEIERTO Lows P E. WOOOFORD RD LEV;$V&LE. NC 27= Luis R. Lamas P,E.14324344- 6-0 FL No.: 62514 METAL STRUCTURE BY OTHERS 1/2' NIX EDGE DISTANCE 1/4" MAX, SHW SPACE 7 10 SMS OR SELF DRILLING SCREW EXTERIOR j 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 INSTALLATION NOTES" 1, INTERIOR AND EXTERIOR FINISHES, ayc)THERs. NOT SHOWN FOR CLARITY Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2712 7- 1/2' MI EDGE DIST) I 10 SMS OR SELF DRIL.LING SCREWS METAL STRUCTURE a 'w , OTHERS as DESClCPWN DATE AP>ROVZZ A ADDED FLANGE AND F) L 8 REIASED INSTAUA710N DETAILS 08/03/15 I R.L. C RE14SED INSTALLATION DETAILS R.L. ems JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96- x 96" FRAME INSTALLATION DETAILS V.L. 08-02249 scvL INTS la"' 10/.30/13 js`" 5 OF 10 4, AOCER70 LOA"$ P.F. l4x'w000rORD RD LCW;$VALL4 AC 270V3 Issa.0c,z SIGNED: 0612712017 E N STATE OF A4, A, Luis R. Lomas P.E. FL No,: 62514 1 1/2" MIN SEPARATION SEDGE I MIN. DISTANCE Ij 1 /4' MIN. EMBEDMENT CONCRETE/ MASONRY By OTHERS 1/4" MAX, SHN SPACE OPTIONAL lX SUCK r7TOBE PROPERLY SECURED SEE NOTE 3 SHEEE7 1 ' 1 , ti 3/-;6- TAPCON1 3/11 6' 7APCON MASONRY/ CONCRETE BY OTHERS EXTERIOR INTERIOR SILL 70 BE SET IN A BED OF APPROVED SEALANT MIN. EMBEDMENT 2 7/8- MIN I' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION C0NCRETE1mAS0NAY!NsTALLArAoN DESCRW710n DATE APPRallo ADDED FLANGE AND FIN NSTALLATION 1— 2/10/13 1 RCASEO ;NSTA-LA:-,*N DETNLS i 0a/03/15 R.L. REVISED INSTALLATION DETALS 05/21/1-7 R.L. 1 1/4' MIN, EMBEDMENT t I 1/4- MAX, IT SHIM SPACE MIN, EDGE DISTANCE MIN SEPARATION x INTERIOR 3/16" TAPCON EXTERIOR CONCRETE/mASONRY BY OTHERS JAAlff INSTALLATION DETAIL nPT"—. , CONCRET&MASONRY INSTALLA TION I 70 BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES., I, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARJTK 2, PERIMETER AND JOINT SEALANT BY OTHERS To BE DESIGNED IN ACCORDANCE WfTH ASTM E2712 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FRAME INSTALLATION DETAILS DRAMW LW. No. -- 2Y.L. 08-022,±--9 NTS wTt 10/30/13 I-C66 OF 10 L R0061370 LOMA$ P.E. f432WC0DF0R0RDLEW45VL.LE,ACZ7M SIGNED., 0612112017 0 o A OF Luls R, Lomos P.E. FL No., 62514 1/2' wN, EDGE DiS7ANCE WOOD FRAMING 1 3/3- MIN. OR 2X SUCK EMBEDMENT BY OTHERS 1 /4" -MAX, SHIM SPACE 10 WOOD SCREWS EXTERIOR LLi J.—E INTERIOR TO BE SET IN OF VED SEALANT 0 WOOD SCREW WOOD 7RAM;N' OR 2x 803 BY OTHERS MIN IAENT VERTICAL CROSS SECTION WOOD FRAUINC OR 2X BUCK 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 A$ TM E2172 akrc 1 APPR2VM ADDED FLA,%,C,-, AND SIN INSTALLATION REVISED INSTALLATION DETAI.S 0a/03P5 1 R,L REVISED NSTALLATIDN DE7AI.S 06/21/17 1 3/8- MtN' 1/4" MM. EMBEDMENT SHIM SPACE 1/2" f MIN. INTERIOR EDGE DISTANCE pe WOOD J / " SCREWS I A EXTERIOR WOOD FRAMING T" JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET S 0 GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96' FLANGE INSTALLATION DETAILS 7;r VTAY OF ac= 0. DRAWK REV V.L. 08-02249 C Luis R. Lomas P.E. NTS 10/36/13 1— 7 OF 10 L ACaERTO LC MS P, E. 3Z W000FOR0 RD LEMSIVILLE, XC Z7= 134-636-09 FL No.: 62514 1/2• MIN, EDGE DISTANCE 1^ METAL j STRUCTURE BY O'NER EXTERIOR 1 /4" MAX. E F SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR l TO BE SET IN BED OF PROVED SEALA,iT 10 SMS OR SELF ORILLiNG SCREW METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE OiSTANCE — VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT HY OTHERS TO BE DESIGNED IN ACCORDANCE VATH AS TM E2112 M 1/2" MIN, EDGE DISTAN( 1 10 SMS OR SELF DRiLUNG SCREWS METAL STRUCTURE BY OTHERS RC oES."Rt?riON GATE i APpRGVCp A ADDED FWIGE AND FIN INSTALLATION 12/10/13 R.L 8 }REVISED INSTALLAT;O,Y DETAILS DETAILS C-8/03/15 1 R.L C RerSED INSTALLArON JAMB INSTALLATION DETAIL METAL STRUCTURE 1NSTALLAT'ON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96, X 96" FLANGE INSTALLATION DETAILS V.L. O6•L" 02249 s NTS a+xc 10/30/13 $ OF 10 ROBERT O LLLMA$ P E, 14V WO= FORDAD LEW/SVC.(E, NC27= 43s-6d8IIti09 ,#anas(a'4bm vpu.<mr SIGNED: 0612712017 0 6251 st•r* = 14TTAT{{ccE C F p'L'r'FCORiOP• Luis R. Lomas P.E. FL No.: 62514 1 1/2- MIN, 1- MIN. SEPARATION T7 E14E ll"-57ANCE 1 1/4 MIN CONCRETE/ . . . . . . . 14 EMBEDMENT MASONRY BY OTHERS F 1/4" MA. SHIM SPACE OP7, IONAL X 9JCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET i 3/ 16' TAPCON EXTERIOR LJ L. --U iNTERioR 0 BE SET INFSILLttABEDOF APPROVED SEALANT 3/16- TAPCON MASONRY/ 10"ZRETF 8 OTHERS T 1 1/4- MJN, EMBEDMENT 2 7/18' MIN. I" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION OONCAET&II4ASONRY INSTALLATION DESCPJP71ON WE ADDED FLANGE AND F* iNSTAuATPN 12/10/13 RL Rf%nSEC INSTALLATION DETAILS os/oz/ 15 R.L. REVISED ASTALLAITON rETA;LS 06/21/17 R.L. 1 11/4' MIN — EMBEDMENT 1/4- MAX. 0M SPACE MIN, EDGE DISTANCE MIN, SEPARATION 4magam" 3/16" TAPCON I "I L CONCRETE/MASONRY -/ l By OTHERS OPTIONAL IX SUCK TO BE PROPERLY SECURE:) SEE NOTE 3 SHEET1 1 INTERIOR x EXTERIOR JAMS INSTALLATION DETAIL CONCRET&IIJASONRY INSTALLA TION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS To BE DESIGNED IN ACCORDANCE Vl;'rH ASTM S21;2 SIGNED: 0612112077 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 0 GRATZ, PA 17030 E Nq, SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96 x 96" ATFLANGEINSTALLATIONDETAILS OF Dolmm 0-c NO. EV V,L. 08-02249 c Yij ZONAL E S' NTS WE 10/30/13 1 9 OF 101L. 406VITO LOWS PE, IA32 WC',DFORD RO LEWSVXLE, ACZ7023 Luis R, Lomcs P.E. U-"$0609 FL No.: 62514 WOOD FRAMING 1/4' MAX BY OTHERS SHIM SPACE 1 1/4- ji1 — 7if EMBEDMENT APPROVED I SEA ANT BEH;ND F,l71Nl 8 WOOD SCREW 7/16- MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN 8 WOOD SCREW 7/16" MIN EDGE DISTANCE EXTERIOR INTERIOR 11[] IN EXTERIOR JAMB INSTALLATION DETAIL WOOD FAAUWG OR 2X SUCKINSTALLATIOW 1 1/4- MIN, EMBEDMENT WOOD FRAMING BY OTHERS 1/4' MAX, F SHIM SPACE 7 INTERIOR VERTICAL CROSS SECTION WODD FRAMING OR ZX BLACK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4-9. INTERIOR TRIM RrVM Rq ;NSTALLA7*N REMSED INSTALIATON DETAJLS C REVISED 1,45TALLATON DETAILS 1 5/8- MIN* 1-1EDGEDiiT. DATC 2/10/-13 F_L, 06/21/17 R.L. TR;m 1 1/4- MiN. INTERIOR EMBEDMENT ONCMASONRY/CLONCRE7E BY OTHERS HOOK i lX SUCK BY OTHERS, RPHOOKSTRIP Ix BUCK TO BE PROPERLY SECURED 3/16" EXTERIOR PANEL INTERLOCK HOOKSTRIP INSTALLATION MASONRY,'CONCRETE 1/2" MIN. METAL STRUCTURE EDGE BY OTHERS /2" MiN, DISTANCE EDGE OiSTANCE TRm INTERIOR 1 3/8- MIN. EMBEDMENT I HOOK STRIP 7LPHOOKSTRIP F10SE! DRILLING SCREW 10 WOODF-7,' SCREW P EXTERIOR INTERLANEL OCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION METAL STRUCTURE 2X BUCKWOOD FRAMING SIGNED. 0612112017 MI WINDOWS AND DOORS LLC 011011""I/ 650 WEST MARKET STREET o GRATZ. PA 17030 E NSA 9 VSERIES 420 SGD REINFORCED WITHOUT o TA 96" X 96' NAILFIN HOOK IMSTALLATION DETAILS VOTES: T E OF I- INTERIOR AND EXTERIOR FINISHES, BY OTHERS, DRX. N: ow NO. 7 0 R I'D FOR CLARITY. OS-02249 c PERAIETER L PERMSc'-' NTS 0 N A L ANDJOINTSEALANTBYOTHERSToBETSIATE10/30/13 0 DESIGNEDINACCORDANCEWITHASTME211210OFItI I; l'o0\ L ROMFPTO LOMAS P.E 432 WOODFORD RD LEWISVILLE. NC27023 Luis R. Lomos 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 RESPONSIBLI7Y OF THE ARCHITECT OR ENGINEER OF RECORD. 1 TX 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 OE 'GN OF' THE PRODUCT SHOWN HEREIN. WIND LOAD OURA71ON FACTOR Ca=1.6 WAS USED FOR 'WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL EXTRUDED ALUMINUM 6063-75. 6, UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7, AJPPRO ED IMPAC7 PROTECTIVE SYSTEM IS RFO1IIRFD FOR THIS PRODUCT !N WIND BORNE DEBRIS REGIONS, 8, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WJH LOAD BEARING SHIM, SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAtiMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EOUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEICHT 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 EM9EDMEN7 INTO SUBSTRATE W'.TH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE p10 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 SPMF1ED BELOW; A. 'WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,11,92 PSI, C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE; STEEL 18OA, 33KSI OR ALUMINUM 6063—T5 .048" THICK- MINIMUM. 15. APPROVED CONACURATIONS; X:X, TABLE OF CONTENTS SHEET NO, DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 :NSTA.LLA"-'ION DETAIS DcscF4?T,0N WTE .WPR4vED A I ADDED CHAR`.S a3/ab; 7z R.L. i 8 REVISED PER NEW TESTING 10/15/13 ' R.L. C ADDED FLANGE iNSiALLATIONS 12/ff6/13 R.L. D '1 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVSED INSTALLAtON DETAILS 06/22/17 { R.L. SIGNED: 0612212017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREETLpif GRATZ, PA 17030 ff 1SERIES430SGD 143" x 80" NON REINFORCED NOTES rIAT fF> i: l.4iT' 10 R VD • 'l'`a cxnwtt: arcero. NLV F.A. 08-00502 E V/i'SSjONAILfiirt aLuisR. Lomas P.E. FL CALF NTS DATF 02/23/09 sx:z11 OF 9 L POSER TO LOAAS Pf. a2 wOODFORD RD tfwJSvlitf, u0 z7o27 41 669OSG9 rtunusgcy+anasay.can No.: 62514 j 143' MAX FRAME WIDTH I1J (2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REOUIRED 5' MAX 17"MAX 6" MAX 6• MAX 17" MAX 80" MAX RAME TjC* EIG-+T may/ 1 E 6" X SERIES 430 XJX SGO EXTERIOR VIEW DESIGN PRESSURE RATING ` IMPACT RATING t40,0PSF NONE SEE CHARTS O2 AND r2 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 1/2• x 79' MAx1r4uAl D.L O.: u 3+•' x 74 8- HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04-145) AT 38 314- FROM PANEL SOT TOM METALLIC TANDEM ROLLERS (99-17-195) AT EACH ENO OF PANEL sorro A RAILS RLASteNS OMRiPT" O2 TE Ar'PROvEO ADDEO CKkRTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED RANCE INSTALLAT,O•NS 12/06/13 R.L REVSED IN5TALLAT.ON DETAILS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L CHAR Toi WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET I Design pressure char! (psi Frame Height n) Single Panel and Total Frame Width (in) 30.0 36.0 42.0 47.7 90.00 108A0 126,00 143,00 Pos Neg Pos j Neg Pos Neg Pos N780.0 4 O 54.9 i 40.0 48.0 40.0 432 4fl.0 40.0 CHART 4'2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET 1 Design pressure chart (pst) Frame Height Single Panel and Total Frame Width (in) - 3010 36,0 1 42,0 47.7 90.00 108& 126.LW 143A0 Pos Neg Pos Neg Aos Neg Pos Nog 80.0 54.9 1 54,9 48,0 1 48.0 1 43,2 1 43,2 40.0 40.0 CHART 93 Number olanchor locations required Frame Sslgte Panel and Total Frame Wdih (in) Height 30.0 1 36.0RO 47.7 90.0 10&0143.0 Has Jamb HdS JambJamb Has Jamb 80.06 5 7 55 9 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED ELEVATION F.A. l 08-00502 E 1 s"42 NTS I o"TE 02/23/09 1-2 OF 9 — 1 L A08FATO LOntaS P,$. 1422 WCOOFQAp RO LEWISVXLE, NC 273-3 4+-sA4-pLpb aen,aa Vla aspe.can SIGNED: 06r22/2017 L Ri l Iti 0 /// i 5 1t AT vF-t F OR10P•k/ LLi3 R. L9rno4 P.E. FL No.: 62514 1/2" MIN, EDGE DISTANCE WOOD FRAMING 1 3/8" MIN, OR 2X BUCK £ MBE MELT BY OTHERS MAX^ 410 WOOD SHIM SPACE SCREW EXTERIOR I u II II I; INTERIOR SET ;N APPROVED 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. MENT WL 'L v»;,kN .c VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCK INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PEAlMV ER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORCA,VCE Wf7H ASTM E2,,12 P£SCFiPTIDN DAIC E APPRGYCO ADDED CHARTS 03/Q5' /32 R.L. REVISED ?ER NEW TESTING 10ft5/73 R,L ADDED FLANGE INSTALLATfONS 12/05/13 j R L. RE RSED INSTALLAT;O.N DETAILS G8/.S/15 R.L. RE"SED INSTALLATION DETAILS j 06/22/17 j R.L. 1 3/8" MIN. 1/4- MAX - EMBEDMENT SHIM SPACE 1/2" MIN. INTERIOR EDGE DISTANCE j jI10 WOOD J SCREW LF EXTERIOR WJAMB INSTALLATION DETAIL OR 2X BUCK BY OTHHERSERS WOOD FRA?A1NG OR 2X 8LICK INSTALLATION M1 WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS DRAWN: DWC N9. F. A. 08-00502 sc NTS — 02/23/09 3 OF 9 L. ROBERTO LOMAS P.F. 1. 4Y wCs00FORp RD LEwtSYKLE, tiO 2T027 4ji- So'84$09 /AO/NS(ttt?RS3NJe.:O!lt SIGNED: 0612212017 O/// i XCENSf•. s!- n * o 5Ixz ONA1. 1 Luis R. I omos P.E. FL No.: 62514 META` STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2- MIN. EDGE D;STANCE 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PEAiMETER AND JOINT SEALANT BY OTHERS 70 BE DESIGNED WACCORDANCE WITH ASTA,4 E2112 1/ 4" MAX, SHIM SPACE AS OR BILLING L TO BE SET IN BED OF APPROVED kLANT REV OCSCAWSION WE AFPROvZD A AXED CHARTS 03/06/12 R,L. B REVISED PER NEW TESTING j 10/15/13 R.L, C a ADDED FLANGE WSTALLAT0,14 12/06/13 R.L 0 REVISED INSTAUATON JOIETALS 0810115 R.L. 1/ 4" MAX, EE RErSED WSTALLAT;ON DETAILS 06/22/1.7 j R.L- SHIM SPACE 1/ 2- MIN EDGE DISTANCE INTERIOR 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STR4jC7URE,'NSTALLA7t,!,N MI WINDOWS AND DOORS !_LC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143- x 80" NON REINFORCED FRAME INSTALLATION DETAILS DRAWN; F. A. 08-00502 scALE NTS 1— 02/23/09 1-4 OF 9 L ROSERTO LOMAS P.E. t432 WOODFOIRD AV LEMSWLLE HC 27023 SIGNED: 06122,2017 EN SP--,P 5",) r -*j 4TTAI70FONAk. lllilwO Luis R. Lomas P.E. FL No.: 62514 1 1/2' MIN. SEPARATION I' MIN. EDGE DISTANCE 1/4' MIN. a EMBEDMENT CONCRETE/ MASONRY i^ BY OTHERS ; OPTIONAL BUCK TO BE PROPERLY - ECURED 1 /4" MAX. SEE SNOTE 3 ? SHIM SPACE SHEET 1 t 3/16' TAPCON 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR INTERIOR 1 1 /4" MIN. EMBEDMENT i /4' MAX. IF SHIM SPACE MIN. EDGE CiSTANCE i I 4 I MIN. i iI SEPARATION I v 1• _ i I 1 3/16' TAPCOIN ' SILL TO BE SEf IN EXTERIOR . A BED OF APPROVED SEALANT CONCRETE/MASONRY OPTIONAL 1X BUCK BY OTHERS TO BE PROPERLY SECLRED SEE NOTE 3 SHEET i i a 1 1/4" MIN. a a EMBEDMENT 2 7/8" MIN, 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEWASONRY INSTALLATION R£ti7S:0us DESCr7PPON DATE ,WPROvW ADDED C)-"7S 03/36/12 R.L. REVSED PER NEW TESTING 1Cft5/13 R.L ADDED FANCE INSTALLATIONS 12/06/13 R.L REVISED INSTALLATION DETAILS 08fO5/15 ` R.L. REVISED INSTA3ATION DETAILS 06/22/17 t P.L INTERIOR JAMB INSTALLATION DETAIL CONCRET&MASONRY !NSTALLATKM' 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 E2712 SIGNED: 0612212017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 11111I;IIr Q1/i GRATZ, PA 17030 S,R SERIES 430 SGOSo 51 at 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS0,mA OF S;°10R1©:',,` DRAY.'N: a++c NO. 7vEV 08 E NAI. sc NTS °" 02/23/09 52 OF 9 L ROBER70 tows?E. 7a32 wOODFOAD RD LEW$VitLE, NO 27623 LLuissR. omas P.E. 3a69,9,5Q9 rh'urtxsq bmnzyw.tom 62574 WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW 10 wOOD SCREW WOOD FRAMING OR 2X SUCK BY OTHERS 1/2" MIN. EDGE DISTANCE 3/8' MJN. EMBE MENT t{ 1/4 JMAX. SHIM SPACE EXTERIOR I 13 3 I i I INTERIOR w V14)" u VERTICAL CROSS SECTION WOOD FRAMING OR 2x BUCK 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 SET 1N APPROVED MIN. RENT 1 3/8" MIN, EMBEDMENT 1 /2' MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X SUCK BY OTHERS 1 /4' MAX, SHIM SPACE NS REN OE".s(TlPT1pM I DAZE APPI10<0 A ADDED C8ARTS 03/06/12 R.L. 8 t REVSED PER NEw TESTING i0/15/13 , R.E. C ADDED FLANGE INSTALLATIONS 12/06/13 i R.E. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS s 06/22/17 R,E 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 owc »o, F.A. L_08-00502 NTSS1°" 02/23/09 6 OF 9 L. Rp9ERT0 LOptAS P.8 I432 WOODFORD RO LEWISVKLE. NC270P3 7+-E39ov%a5 >bonus+b naa,cucan SIGNED: 0612212017 1 ti••\CENS.'v^ i r- 0 TAT OFF ONAL1ti'` Luis R. Lomas P.E. FL No.: 62514 1/2' MIN, EDGE DISTANCE METAL STRUCTURE BY OTHERS 1/4" MAX. 1l SHIM SPACE 1 10 SMS OR SELF DRILLING t I SCREW REXTERIORINTERIORa , I , C O TO BE SET 1.14 ED OF APPROVED LAt T 10 SMS SELF DRU SC' METAL STRUCTURE BY OTHERS 1/2' MiN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND.JOWT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS TM E2112 1/2' M!N. EDGE fltSTANCE S 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE a[v**Icl ftEY GGSCRtP1ipN MTC .wrRUr£D A ADDED C'rtrR,S 03/06/12 R.i. 8 REVISED PER NEW TESTING 10/15/13 R,L C I ADDED FLANGE INSTALIATONS 12/06/13 R.L D REUSED INSTALLATION DETAILS 4$/05/15 R . E R£lNSED INSTALLATION DE',NLS 106/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE W$TALLATION MI WINDOWS AND DOORS CLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143" x 80' NON REINFORCED FLANGE INSTALLAnON DETAILS DKA": avc No. F.A. 08-00502 X'LjE NTS I -Ar' 02/23/09 s"r17 OF 9 L. R08ERTO LOMAS P.E. 14;32 WOODFORD RD LEYWSVVUE. NC 270M 434.638.0$09 MWIW;@Yl p x= SIGNED: 0612212077 41 ti t.,•VCENS"91 1 rs; STAT_OFtu 40c FIQR79p , `taw Luis R. Lomos P.E. FL No.: 62514 1 1/2' MN I MIN. CONCRETE/ SEPARAM EDGE D,STANCE MASONRY BY OTHERS 1 MIN, A EMBEDMENT, 41, OPTIONAL lX SUCK TO BE PROPERLY SECURED 1/4- MAX, !I SEE 3NOTETE SHIM SPACE SHE1 3/ 16' TAPCON EXTERIOR 3/ 16- TAPCON MASONRY/ CONCRETE NCRETE BYOTHERS INTERIOR 1 1/ 4' MIN, /4' MAX. EMBEDMENT SHIM SPACE MIN. EDGE DISTANCE SEPARATION 3/ 16- TAPCON5. SILL TO BE SET IN EXTERIOR A 8ZO 07 APPROVED SEALANT CONCRETE/ MASONRY OPTIONAL ',X SUCK BY OTHERS TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 44 EMBEDMENT 2 7/ 8" M:N, 1- MIN, SEPARA71ON EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&MASONRY ii%STALLAT;ON wt APPR. NW A ADDED CHARTS 03/06/12 R.L, 8 REVISED PER NEW TESTING 10/15/13 R.L. C i ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/ . 5 R.L. E REVISED INS7AUX'ON DrTAJLS a$/22/!7 R,L- INTERIOR JAMB INSTALLATION DETAIL CONCRETEIMASONRYINSTALLATION NOTES: 7. INTERIOR AND EXTERIOR FiNISHES, BY OTHERS, NOT SHOWN FOR CLARITY. Z 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 FLANGE INSTALLATION DETAILS F.A. 08-00502 TS 1— 02/23/09 1-8 OF L ROOERTO LOMASP.E WX WCCOFORD RD LEWISVJUE, NC V,123 SIGNED: 0612212017 0 0 131 0 TATfEg- OF O 0 R VD 0... T/ NALLuis R. Lomas P.E. FL No.: 62514 1 5/8' MIN. EDGE DjST. TRIM 111 1 1/4- MIN, INTERIOR j EMBEDMENT MASONRY/CONCRETE By OTHERS X BJCK BY OTHERS, HOOK STRIP IX BUCK TO BE PROPERLY SECURED ail EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYICONCRE7E RVA$pe!$ RN oc5cRlProN rWT kmo A ADDED CHARTS R,L 8 REVISED PER NEW 1 STivG 10/15/13 R.L. ADDED FLANGE NSTALLxTioNs P.L. 0 REYASED WSTA.,LAT40N DETAILS 08/05/15 R'L L_E REVISED NSTAUATNON DETAILS j 06/22/17R.L. METAL STRUCTURE 1/2" M;N, BY OTHERS EDGE DISTANCE TRIM INTERIOR HOOK STRIP 10 SELF DRILLING SCREW PANEL 1/2 M.N. EXTERIOR EXTERIOR iNTERL.00K EDGE DjS-lA.NCE HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM EMBEDMENT NOTES; 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, COY STRIP NOT SHOWN FOR CLARITY. Z PERIMETER ANO.)ON'T SEALANT By OTHERS To BE WOOD DESIGNED IN ACCORDANCE WITH ASTMF-2112 SCREW EXTERIOR PANEL INTERLOCK MI WINDOWS AND DOORS LLC HOOK STRIP INSTALLATION 650 WEST MARKET STREET 2X BUCKW001) FRAMING GRAT2, PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED HOOK INSTALLATION DETAILS oRAwn: I Vc No. . F.A. 08-00502 NTS 1--02/23/6-9---[---9 OF 9 L. RD3ERT{1 tflraAS P.E. SIGNED: 0612212017 0 r Ns* - J-- 9XTAf OF'Icc— ONAL Luis R. Lomas P.E. FL No.: 62514 NOTES: I . THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY w,TH REQUIREMENTS Or THE FLOR!Dg BUILDING CODE 2. WOOD FRAMING AND MASONRY CP:NIN^G TO BE DESIGNEC AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, 3. IX SUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OFF 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 Co-1.6 WAS USEC FOR WOOD ANCHORCALCULATIONS. 5, FRAME MATERIAL! EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY CLASS, 7. APPROVED IMPACT PROTECTIVE SYSTEM Jr2 R 'OUIRFD FOR THIS PRODUCT IN WIND 3ORNEDEBRISRE31011S, 8. SHIM AS REOWIRED 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 I.0 DONOTREQUIRE 'WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LZNG'H/OVERHAN^, HEIGHT, 10. FOR ANCHORING INTO WOOD FRAMING OR 2X SUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 4, 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, ll, FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TApCONS WITH SUFFICIENT _ENGTH 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; k WOOD - MINIMUM SPECIFIC GRAVITY OE 0-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI_ C. MASONRY - STRENGTH CONFORMANCE TO ASTNI C-90, GRADE N. TYPE I (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 048' THICK MUMMUM, TABLE OF CONTENTS NO, DESCRIPTION NOTES 3 9 INSTALLATION DETAILS RN$*15 I R+ I DESCRpn0h I -E 1 API-,CIED I A ADDED CHARTS 03/06/12 j R.L, 8 REVISED PER NEW TESTING 10/15/13 RL. C ADDED FLANGE INSTALLXAIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/c5/15 R"- E REVISED IN$TALLAT102q DETAILS 06/22/17 j R.L. SIGNED: 0612212017 Ml WINDOWS AND DOORS LLC 650 WEST MARKET STREET Ik L 0 GRATZ. PA 170.30 0SERIES4304-40 XIX SGID 143" x 96- REINFORCED i NOTES P T A 0 F- r 0w,•Al OR %10?' S/ 'V 'S0NAIL Luis R. Lomas P.E, owc F.A. 08 00503 R E NTS o"" 02/23/09 L ROBERTOtavAspE FL No.: 62514 143" MAX FRAME WDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 17, 6' MAX -^ h-- wkx 1 &" MAX. j 6- MAX I 17 MAX t / 96" T- MAX H x x C => 6' MAX r SERIES 430/440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RR TING IMPACT RATING 40.OPSF NONE SEE CHARTS S7 AND P2 FOR OTHER UNITS RATINGS NOTES: MAXIMUM PANEL SIZE: 43 1/2-x 95' MAXlMUb9 D.L. D.: +4 3 4' x 90 `,8' HARDWARE SCHEDULE W,;NTEO HANDLE SET (99-04-145) AT 37 314• ON CENTER FROM PANEL BOTTOM LLIC TANDEM ROLLERS (09-17-195) AT EACH ENO OF PANEL BOTTOM RA'LS JM 6W3-T6 RE;NFORCENENT IU8) AT ALL PANEL INTERLOCKS JM 6063-T$ RENFORCENENT {4237) INTERLOCK ADAPTOR AT INTERIOR FACE OF OPERABLE PANEL INTERLOCK REV aEWRPTION A AOD£O CHARTS 8 RMSEO PER NEW TEn, NC C ADDED FLANGE INSTALLATIONS 0 RMSED INSTALLATION DETAILS CHART pl E RMSED INSTAii-ATiON DETAILS WHERE WATER INFIL TRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET i Design pressure chart OA Frmm Sx+4Na Pa'W7 .vim Tsai Franc W4m {a;} Hoi$N 30.0 38.0 j 42.0 477 In) 90.00 108,00 12500 1q.00 Pos Nee Pos Hog Pos I Nap I Pos Nag 840 k00 60,0 aa.a 7157.9 4a.a SZ.0 44.4 a8.4 d.0 4, 80.G a8.0 45. t 517a0.446.7 4a.a2.3 49.o a0.a a3.7 aC.0 cC.O CHART 02 WHERE WATER INFILTRATION RESISTA,VCE IS NOT REQUIRED SEE NOTE 4 1z",-cT f Design pressure chart 1pvg Frame Sao Paw WC iatw FrOmo w4m (P) fA 3073d0 42.0 47.7 01) 90. 00 100.00 1 125.00 14.1.00 Pos I Nee Pos I Nev I Pos I Nog Pos Nag 64. 0 60.0 60D 57.9 57.9 52'0 52.0 48.0 48.0 88. 0 50.0 60.0 54,6 54,6 46.9 , 48.9 45.0 45.0 920 59.fi 59.6 51.1 57.7 46.t a6.1 a2."s 42.3 9b. 0 Sfi.B 55.8 a00 a9.0 43.7 a3.7 40A OA CHART 03 Numb" or anchor 1a4avans squired Frat; p 5-gs. ft-,*' ano Towi franv w= Lry Ha M 30.0 3d.0._ 4ZO 1 47,7 0 1o6A n26,0 1 1410 HdS JamA I Jamb HAS I Jamb I Has I Jamb 84. 0 8 6 7 8 8 6 9 b 88A 7 6 7 6 8 6 9 6 92. 0 7 6 7 6 8 6 9 6 96. 0 7 6 7 6 a 6 9 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143 x 96" REINFORCED ELEVATIONS F. A. 08-00503 NTS GA-: 02/23/09 w-ET2 OF 9 I.. 140BERTO LOaA$ P.E. 14j2 WOODFORO RO tEN/A'VtLLE. NC 2i 0,'3 t. 11Gdd-06C9 ,dcma.KONip'vu lx.cam GATE F PP i 03/ G6/12 R.L. t0/ t5/73 R.L. 12JD6/ t3 . R.L. iO6/ C5/i5 { R.L. 06/ 22/17 R,L. SIGNED: 08/2212017 GENqo 9s i v 44,AATcOF It tk Luis R. Lomas P.E. FL No.: 62514 1/2- MIN, EDGE DISTANCE WOOD FRAMING 1 3/8' MIN. OR 2X SUCK I EMBEDMENT BY OTHERS 3/8" MIN, 1/4- EMBEDMENT MAX, SHIM 0 WOOD SPACE 1/2 MIN, SCREW EDGE DISTANCE 0 WOOD SCREW VOOD FRAMING OR 2X SUCK BY OTHERS EXTERIOR II II it 11 11 11 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCK INSTALLATION NOTES: 1. W-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 10 WOOD SCREW E S -7 IN APPROVED MIN, vIEN- WOOD FRAMING OR 2X BUCK BY OTHERS REV REY&ICNS DESCR7PTMN DATE PRQww A ADDED CHARTS 03/06/12 R.L. 8 REIASEr PER NEW 7—STo40 10/ 15/13 R,L. C ADDED FLANGE AS7ALLAT*NS j 12/06/13 R.L. D REVISED INSTALLATION DETAILS OB/05/15 Rl- 1/4" MAX. C RVASEr WSTAILLATION DETAILS O6j22J1J R,L SHIM SPACE 3 INTERIOR r— L EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR2XSUC)< INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SOD 143" x 96' REINFORCED FRAME INSTALLATION DETAILS DRAWN: cwc N0' F.A. 08-00503 scALL --TNTSI0--A—TE02/23/09 T 3 OF 9 L. ROSEATOLOMAS PC, 7432 Vr=FORD RD LEWSvUE, NC 2702,7 434-&W-0609 SIGNED: 0612212017 C, ZN - A TAT.OF Luis R. Lomas P.E, FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR ELF DRILLING SCREW METAL STRUCTURE By OTHERS 1/2- MIN, EDGE DISTANCE 1/4- MAX. SHVI SPACE EXTERIOR EDGE DISTANCE VERTICAL CROSS SECTION META, STRUCTURE INSTALLATION VOTES i, ivTER;O.R AND EXTERIOR FINISHES, By OTHERS, NOT SHOVINFOR CLARITY. 2. PERIMETER AND JOINT SEALANT By OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 PiO SAPS OR SELF DRILLING SCREW INTERIOR TO BE SET 1,N 3ED OF APPROCUED LANT i 1/2' MIN. EDGE DISTANCE f 10 SMS OR SEt.F DRILUNG SCREWS METAL STRUCTURE BY OTHERS 1/4" MAX, S11,M SPACE INTERIOR EXTERIOR I REV DESCRO" DATE.APPROVED j A ADDED CHARTS 03/06/12 R.L. 8 Rr-V.SED PER NEW TESTING ADDED FLANGE NS-,AL;ATIONS 12/06/13 R.L. REIASED INSTAUATION DETAILS o9/05/15 R.L. E REVISED INS7AUATtON DE -AILS 06/22/17 R,L. a x JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGO 143" x 96" REINFORCED FRAME INSTALLATION DETAILS F.A. 08-00503 S NTS wTE 02/23/09 1 s'M 4 OF L. SOBER fOLOAA RE 7432 WCODFORD RD LEw;Svl'ALLZ NC 27021 9 SIGNED: 0612212017 4f C, E At 0 R o".. Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL I X BUCK TO BE PROPERLY SECURED SEE NOT;-' 7 SxEEFT I 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2" MIN, I' MiN. SEPARATION EDGE DISTANCE 1 1/4' MIN, EMBEDMENT 4: 1/4- 11 I 1 SHIM SPACE 3/16" TAJPCON EXTERIOR INTERIOR 1 1/4* MIN. EMBEDMENT 1" MIN. EDGE DISTANCE SEPARATION 3/16' 7APCON SILL TO BE SET IN ASED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 1/4" WN. i EMBEDMENT Q. . 2 7/8" MIN. I' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE'MASONRYWSTAL LA 71ON l/4' MAX. SHIM SPACEI— Rclr"D 4 RCV VMCF4PI1014 DATE APPktWED A ADDED CHARTS R.L. a RevisED PER NEw -msuNc R.L. C ADDED FLANGE INSTALLATIONS 12JD6f13 R.L 1 D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS C6/22/17 R.L. JAMS INSTALLATION DETAIL OPTIONAL I X BUCK CONCRET&MASONRY INSTAL LA TION TO BE PROPERLY SECURED SEE OE 3 SHEET i NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SH0VVNFOR CLARITY. 2. PERIMETER ANOJOWT SEALANT BY OTHERS To BE DESIGNED W ACCORDANCE WTH ASTM E2 712 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS OS- 00503 E NTS 16m 0 2/23/09 1 —E`5 OF 9 L. ROSERTO LOMAS P.E. 1432 WOWFORD RD LEWiSVXLE, NC 27023 SIGNED: 06/2212017 c A STA7£ 0 F Luis R, Lomos P.E, FL No.: 62514 1/2- MIN. l EDGE DISTANCE 1 3/8" MiN. D RAM3NG EMBEDMENT i 2X RUCK BY OTHERS r 1/4" 1 MAX. — SHIM SPACE 40'10 WOOD j 1 I SCREW j EXTERIOR I II II INTERIOR 10 wood SCREW OD FRAMING OR 2X BUCK BY OTHERS 1/2 MIN. EDGE DISTANCE —' VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. iNTERtOA AND EXTERIOR FB,MISHES, BY OTHERS, NOT SXOW,N FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE N/'TN ASTM E2' 12 SILL TO BE SET IN A BED OF APPROVED SEALANT EMBEDMENT i Revls aws REV D£SCAIP710M GATE APPROVED A ADDED CHARTS 63/06/12 R,L- 6 i REVISED PER NEW TESTING 1C/15/t3 R,L, C f A00£0 FLANGE INSTALLAP,ONS 12/06/13 j R.L. j D REVISED IN•STALIAT40N DETAILS C$/05/15 R,L. 1 3/3" wN. y.. 1f4" MAX. { E RCASED INSTALLATK:N DETAILS C6J22/i) R.L. EMBEDMENT 1 SHIM SPACE r — SS! INTERIOR 1 f2" MIN. !S— EDGE DISTANCE I 1+ 10 WOOD j SCREW j EXTERIOR ° WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK )NSTALL -, f0N BY OTHERS MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS D, cW arc F.A. 08-00503 s ac NTS 02/23/09 —6 OF 9 ROSERTO LOM;S P.E. 1»^ W:1ppfORO RD LFW1SVli:£. A 2792J a3a•6d9-lJ6'49 rlomaS%%4iom3yNv.LO+n SIGNED. 0612212017 iP/5 i F•FZ0RV) Luis R. L0mos P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 1C Sms OR SELF CRJLJNO SCREW M ETAL STRUCTJRE BY OTHERS LIK I tHIUH I" I CrIIL;tl EDGE MIN, E DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SHOWN FOR CIARi TY. Z PERIMETER AND JOINT SEALANT BY OTHERS To BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/2' MIN EDGE DISTANCE 1/4- MAX. SHIM SPACE OR MIN. EDGE DISTANCE T- 10 SMS OR -7 SELF DRILLING i SCREWS k \ L TO BE SET iN BED OF PROVED SEALANT METAL STRUCTURE BY OTHERS 1/4' MAX, SHIM SPACE RZYIIS s ADDED CHARTS REvSED PER NEW TESTINO ADDED FLANCE INSTALLATIONS REVISED INSTALLATION DETAILS REVISED INSTALLATION 0-cTA7LS 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 I 0w- tW, F.A. 1 08-00503 CA'-F NTS 1— 02/23/09 -- OF L. ROBERTO LOADS P.E. 1432 WOODFORD RO LEMSVILL, NC27= CIATE AP"ovm 03/06/12 iR.L 10/15/ 1 Rd- 12/06/13 R.L O8/05/ 15 R.L. 06/22/37 R.L. SIGNED: 0612212017 0 1//' 01 A. - A E OF ORVD Luis R, Lomos P.E. FL No,: 62514 1 1/2" MiN. CONCRETE/ SEPARATION MASONRY BY OTHERS -- — I" MIN, EDGE DSTANCE e- 1/4" MIN, EMBEDMENTC. 4 i OPTIONAL 1 X BUCK l TO BE y PROPERLY SECURED 1/4" MAX. E NOTE 3 € SHIM SPACE SHEET 1 TAPCON EXTERIOR 3/16" TAPCON --\ MASONRY/ CONCRETE BY OTHERS INTERIOR 1 1/4' MIN. _ 1/4" MAX, EMBEDMENT i SHIM SPACE i" M;N, EDGE DISTANCE { 9 { I3" i! MIN. 1 SEPARATION + J 3/15' 7APCON v - SILL TO BE SET IN A BED OF APPROVED i' + SEALANT d CONCRETE/MASONRY BY OTHERS e 1. 1 1/4' MIN. EMBEDMENT t 2 7/8" MIN. 1' MX SEPAR4TION EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&MASONRY INSTAUATICN INTERIOR EXTERIOR OPTIONAL 1X 8UCK TO B£ PROPERLY SECURED SEE NOTE 3 SHEET 1 s pESCftrYi30N i .MTf APnMO ADDED CHARTS 03/06/12 1 R.L. RElASED PER NEW TESTING 10/15/13 1 R.L. ADDED FLANCE INSTA LnTKIN•S R.L REVISED INSTAL,LAT DETAILS 9! 08/45/ti R,L. RLIASED INSTALLAT70N DETAILS 06/22/17 R.L. II JAMS INSTALLATION DETAIL CONCRETE,lMASONRY I,NSTALLATiON NOTES: T. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, N07 $HOWN FOR CL4RfTY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E27 12 SIGNED; 0612212017 M) WINDOWS7 DOORS S50W MARD£DOR 5111 11ttt/o/`,, GRATZ, PA 17030 ti ' %CI E N Sj tSERIES430/440 XIX SGD 143" 96" REINFORCED IFLANGEINSTALLATION DETAILS 0 R?Q: DRAWN; ,xc r+o. REV F.A. 08-00503 jYSjQ A tit JJscAuNTS "A" 02/23/09 —u a OF 9 4-i0a>ATO LOMAS P.E. I412 WOOOFORDRD Lc'WISva.£ t+N'2702J Luis R. Lomas P.E. 4'i;-&-tY09 rllaruslwrorn we.cwn FL No62514 EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE By OTHERS HOOK STRIP 1 1/4' MIN. EMBEDMENT SLICK 31 OTHERS, lX BUCK TO BE PROPERLY SECURED 71L EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE METAL STRUCTURE BY OTHERS TRIM -,, INTERIOR HOOK STRIP — atv OESCZ PTON QA7E I APPRQEO A ADDED CHARTS C3/06/12 1 R,L, 8 ROASED NEW 'ESTNC 10/15/13 I.R,L C ADDEO n E iNSTALLAT*,4S MS2/06/13 Rl. D REVISED iNS`iALLATjON DETAILS 08/05p5 R.!- E R"SEO iNSTALLAMON OETAPLS 06/22/17 R.L. 1/ 2- MIN, EDGE OiSTANCE 10 SELF DRILLING SCREW 1/ 2- MIN. PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8" M!N, EMBEDMENT HOOK STRIP 10 WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X SUCKIWOOD FRAMING NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2172 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96 ' REINFORCED HOOK INSTALLATION DETAILS F. A. 0$-00503 NTS lo"'E 02/23/09 1-9 OF 9 L. POeEFTO LOURS Pli 1432 WOODFORD RD LEWSVXLE. NC 2702-3 434_" s6_0,49 SIGNED: 0612212017 0 N ho TATE OF 0 R o k Nl/lON'AIL': lllfjw" Luis R. Lomas P.E. FL No.: 62514 01 z' M 6cls Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FOC Staff DCIS Site Ma Links Search d b" r Product Approval USER: Public User 11 wg,' MIZI-114 > Product Riiir» Ion h >list > Application Detail 21 FL # FL9174-R12 A '11,14- Application Type Revision Code Version 2017 Application Status Pending FRC 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@Overl)eaddoor.com Authorized Signature Mark Garon Mark_._Garoi-i@Overheaddoor.com Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr. Pensacola, FL 32514 850) 474-9490 Mark_Garon@Overheaddoor, corn 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 Interlek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey P. Arneson, P.E. I Validation Checklist - Flardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By EL9_1_74jR_12 filginid.@jrd Year DASMA-108 2012 DASMA-115 2012 Florida Licensed Professional Engineer or Architect D 9127:1 FU_21_._.-E%;_iY,_ 91'74,YQf Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval of Products FL # I Model, Number or Name 9174.1 15120 / 6100 / 9100 #0228 Limits of Use Approved for use in HVHZ, No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +26.90/-30.80 Other: 9174.? 15120 / 6100 / 9100 #0229 Method I Option D 08/11/2017 01/02/2018 01/02/2018 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. 9174.3 151,20 / 6100 / 9100 #0230 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant: Yes Design Pressure: +25.90/-28.80 Other: 9174.4 15120 / 6100 / 9100 #0231 Limits of Use Approved for use in HVHZ* No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure. +30.00/-33.50 Other. Doors with glazing shall not. be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Description 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions ELU14Rid 3 QL4 Alt TrA(,K i ie ien Chart sigae l IF _U a4,2 _ _pj EL9174 _RjZJ.L_j2AD. PIC lamb (.qnnectn S Sic n ;, Of Verified By: Gordon Thomas FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports Ej. qjZL_P,V_ Rg!j__tj Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions M1Z!_ RJ_Z_UNL'!2A_PA_1 Z_rtr_k') rr ,nt hart ed, Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports EL21Z4_ R_L2_AE Vt()22L7-OOLPI_valuation _RDIQrr- Ftq 'L4 PQF L Createdby Independent Third Party: Yes 16' Max width. 8'-9" Max height, Max section height 21". Glazing available in top or intermediate section, Installation Instructions LL9L74,_RJ_ Z_ I[ QD97,L A9 10 S.pdf EL9174 R- LZJ1 JQZ M _ 4 R 7_12 4 U _U (2ZQ_PAAJ4jr _Cann n &M stj ff gUM _ nd,12VerifiedBy: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FA2174_ P,j. A LLBPE Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Installation Instructions EL2J_ 7.4 R_12,jk_P2 - N19 f EL917,1 R1?_ II_307494kLL._ji_4ck Supulem nt ti c ntd f Ejq_LZ4__UZ_ L1 , W Pj ___20 _ ( a4r7 _Connection SO4? 1<.rLgf Verified by: Gordon I homas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports EL2174 _KI2_ Ak_-VD 7- -yaLualion Rgpoqj - Created by Independent Third Party: Yes 9174.5 5120 / 6100 / 9100 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing I I available InLoporintermediatesection. 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: Installation Instructions EL2174 _ EjL_ LL1 (_j Qo_at': FL9174 R12 ItStqp) W !( Ut4f Verified By: Gordon Thomas P. E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports EG91 )yQ? Q I Q) I R2 Llui tii R Q 9174, PDF Created by Independent -I hird Party: Yes 9174.6 5120 / 6100 / 9100 # 0235 16' Max width. 8' Max heig hL. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure- +39,20/-43.70 Other- 9174.7 15120 / 9100 #0232 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +1.2,40/-13.60 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door is a replacement door. 9174.8 15120 / 9100 #0233 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure; +18,50/-20.70 Other: Doors with glazing shall not be used in the wind- bome debris region unless protected or unless structure Is designed as partially enclosed or door is a replacement door. 9174.9 15120 / 9 100 #0236 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure. +30.00/-33,50 Other: 9174A0 15120 / 9100 #0237 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions df 3 to P I Pot al! 115 EL9,174 KLZ I 32L(2Q PL rplj cocu2L L(111 wa sweL__ Ua _ --L- - -5L A Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports EV 174-112 -AE--MQZQJ TL, D Created by Independent Third Party: Yes 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section, Installation Instructions LL-9 1ZA-aL2-1L-02122-D3-1)—q —9 Hl-Zlff f,L9 1?4 RUjt--I07APILT r ck ( pp en2f t qn -49-- - Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports F" 9 1-13 12__AL_PZQLZ-_W R v lygLoLl Rep. Created by Independent Third Party: Yes 18' Max width, 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions E0912- 1 EL9 --- 5-qPP-A1QQe-d-.P-c-tf Verified By: Gordon Thomas P.E. FLORIDA RE 46718 Created by Independent Third Party: Yes Evaluation Reports EL2174 U- F 74 Iff Created by Independent Third Party: Yes IS' Max width, 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Installation Instructions Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports LL9LZj_ R1_Z__AE WQM QE Created by Independent Third Party: Yes 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions S Vpp Eal174 Rim II 2 Q Pl_E Ja,(l -cLn '(Sig, u i jb__ _p qq n— P L n 0 2 j- Verified By: Gordon Thomas P.E. FLORIDA RE 46718 Created by Independenl. Third Party: Yes Evaluation Reports 111 T—PQE 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 1 #0600 i available in top or intermediate section. Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: 126.90/-30.80 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FLI) 12 LRJLZ 5,-Pgf S g <ztl( rL (A Verified By; Gordon Thomas R.E. FLORIDA RE 46718 Created by Independent Third Party: Yes Evaluation Reports 0174 -- Q Q1 IYAI T Createdby Independent Third Party: Yes 9174.12 15120/5140/6100/9100/940C)/9600 9' Max width, 10' Max height. Max section height 24" Glazing 1110601 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No Fr 9,174 R 1, -, 1 j I Lj?, 7, P 1, Of f)L,Q Qj_ Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +41.00/-46.30 Other: 91,74,13 5120/5140/6.100/9100/9400/9600 0602 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: -1-15.30/-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. L l_Z`? 37 . 39 2 1 WIc` Saul?1 OL ni__ch rt si ned If 2 Z' Rt Ij !I.'iti2_t? .4'16 Jrarnh,-Ciont1'_Wgn . p c L0..112d_f Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party; Yes Evaluation Reports Et9174 EIZ AE W, 7 ( R'>-valuatdn Repo _E 9L74.P F 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 F(..t,_74 Rf2,_[t OEQt1)2i t? S f FI qj7 R12 3 74 4 P1 Trick {lpdmgnt h _ g d f L9 a R iI 3? f 0 P1 a. ntb - onn qtion S aR0 si"ipdf Verified By: Gordon Thomas RE, FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports F 91,_P4 R12 AE VV[]?CI17-001R2 Evalu'j ic L7 f? grt..-_.F1 91,1+__f?QF= Created by Independent Third Party: Yes 9174.14 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24", Glazing 0603 1 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.00/-25.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R12 t 3074-j1 P11 TLgckSu ,i medit d_signed,pdf F g q R rn t Plamb Cot necticntiya ianedlr tf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9 7i-_R12 ,A Wf92C1,1.7,OOlR2_f v_aluatian Ile_pQlj- FL 'ill<I^PDF Created by Independent Third Party: Yes 9174. 15 5120/5140/6100/9100/9400/9600 16' Max width. 8' Max height. Max section height 24" Glazing 0604 1 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions F017 .._ 12, i3._Q3of FLr 114 RU L[ 07194 P11 'Traci,, Supplement _(j g t _ 9,ngd.pdf F .77 t 11 t19 f1. l P.g t [stall •in tr . u n si f f,2. 7`?.. R12 l__32.462Q P16 n r i i,ic nl f Verified By: Gordon Thomas RE, FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FI9174_.R12 _ tWll2t i7-OO1R7 Eval r twon R. rC FFL ,174.POF Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 118' Max width, 10' Max height. Max section height 24". Glazing 0605 ! available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +- 15.30/-17,00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door, Installation Instructions i?5 t,p<if FbqLZ_ 1_ 074`-4 P 1 Tr cti _.0 LC*m _Q iart signgd f Verified By: Gordon Thomas P.E. FLORIDA PE 4671.8 Created by Independent Third Party: Yes Evaluation Reports 1 L,9t741, E WL720I710Fi Eval4SiQf .Rort. -_FL 9,171.f DF Created by Independent Third Party: Yes 9174.17 5120/ 5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing 0606 1 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30. 00/-33.50 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door, Installation Instructions Z I1 414 R1LTL- I yalal m nit (-hart s; 3ned.pdf Ft t-7xi d12._It 31904,(__I'i?r7 t1st4ii In4tl,u tor, igre.pdf F1911_R12_,t1 3240?Cl P1fi 1<II(_,or ncSSlSt!rS1I2iL9iShc df Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports 174 R1, AE_ Wt 2();17-Q01R2 Evaluatirin Rel7prt_r,_FI_,3174nk liF Created by Independent Third Party: Yes 9174,18 51. 20/5140/6100/9100/9400/9600 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 F,914 ft_12 11 04d<7 it{r0 5 'tx `>.:ps`f Approved for use outside HVHZ: Yes Fl 91 7..i 1t1 ,I[_307 94_ PLI (facie tipr>1_nent „Gh rt idri4 i.pc9f Impact Resistant: Yes Ft 31 T, I 11 1.()19 7 rah f ta4 I t'rr' n +ram t on i i! pttf Design Pressure: +39.20/- 43.70 i Ft' 14 Rf.2 tf 3Q PjC a?_.COn t LnIrp2_si 7d df Other: ( Verified By: Gordon Thomas P.E. FLORIDA PE 46718 9174.19 ! 5140/6100/9400/9600 #0608 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure., +18.50/-20,70 Other, Doors with glazing shall not be used in the wind- borne debris region unless protected or unless Structure is designed as partially enclosed or door is a replacement door. 9174.20 15140/9400/9600 #0607 Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ.* Yes Impact Resistant: No Design Pressure: -125.90/-28.80 Other: Doors with glazing shah 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. Created by Independent Third Party: Yes Evaluation Reports FL9174 RLZ AE _L _1,tU)FNDZ2jZ-Q9jl` Created by Independent Third Party: Yes 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or inter -mediate section. Installation Instructions Lp_dl A-9174 _a] 2_jLjq 3ZAL4 PLI track Su , 1(qjenf Ch U tLd—, filfL _L'5!gL jj ?_4_20 Verified By: Gordon Thomas RE. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions F_Lqj7_4_3 LZU_jQZ_q94 PLL, J) ) ID,I_(11__t _C ha _t _SY0)_(LVerified By: Gordon Thomas P.F. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports F Fyal 0-117-4R 'I_±Ew_Q)2Q_L7_-9_QLtR ra[i(jrjjj(R_cwt --fl 91_73ME Created by Independent Third Party: Yes c.bntaa Us :: 2 13! i, roneR Ft, 37321 Phone; 850-487- tA24 The State of Florida Is an AA/EEO employer. Copyrigbi: 2QQ7-2013 SUIg 2f F&7 :: PrQacy Statement :; Accessibility Statement :; Refijnd 5taterrign Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275( l), Florida Statute$, effective October 1. 2012, licensees licensed under Chapter 45S. KS. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public reco-dIf 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 ,156, please click here . Product Approval Accepts: ME] M EEM Gredit Card Safe June 15'2017 Re: Florida Product Approval ToWhom ItMay Concern: Certificate of Independence certify that | meet the requirements of"in as itrelates tmOverhead Door Corporation, Specifically, 1) 1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing ordistributing these products. 2) 1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3) 1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued, 4) 1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely. 14 L,:Z 4 Gordon Thomas, P£ FLPE#48718 EVALUATION REPORT Title: Evaluation of Wind Load Sectional Door Assemblies Report #: WD017-001R2 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 0" D. 7-/y, 0 E NsF No- 46716 STATE OF 441 I\IA:L Based on wind load test results for the FBG 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. 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. XN 17019, 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 I 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 W x H) 9, x 8,-g" f6- 7 9 16'x 8'-9" 16' x 8'-9" 9' x 8'-9" Design Pressure 26.901 80 st 15.301 17.00 psf 25.90/ 28.80_psf 30.001 33.50 psf 43.201 49.60 sf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 8 318959-P9 318960-P10 318996-P6 319022-P6 Impact Ra n Yes Yes Yes _ayes Table I A - Doors under Evaluation FL 9174.E FL 9174.7 FL 9174.181 IU9174.9 F9174. IL ;f6-- Model # 9605 9605— 9605 9605 9605 Door — Size 167x 18' X 8' 18' x x8' 39. 20/ 12.40/ 18.50/ 30.00/ 39.20/ Pressure 43.70 Psf 13.80 Psf 20.70 Psf 33.50 psf-----:j3-j2 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-P6 319000-P6 319024457 19025-P7 Impact No Yes Yes Rating Ratingx TableIB - Doors under Evaluation FN' S; No. 4671, 0 OF P40 2 OAtAL N FL 9174.11 FL 9174.12 FL 9174.13 FL 9174.14 FL 9174.15 Model # 514519405 5145/9405 5145/9405 5145/9405 514519405 Door Size 9' x 10' 9' X 10' 16'x 10' 16' x 10' 16'x 8' Design 26.90/ 41.001 15.30/ 23.00/ 39.20/ Pressure 30.80 psf 46.30 psf 17.00 psf 25.00 psf 43 70 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319026-P5 319027-P5 319028-P6 319029-P6 319030-P6 ,, Impact No Yes No Yes Rating Table IC - Doors under Evaluation FL 9174.16 FL 9174.17 FL 9174.18 FL 9174.19 FL 9174.26,/ Wo-dJ1_#_ 5--1-4-519405 514-5/9-4 5-14-5/9405 5145/940-5---'- 514-5/9405 Door Size 18' x 10' 18'x 8' 18' x 8' 18' x 8'-9" 16' x 8'-9" Design 15.30/ 30.00/ 39,20/ 18.50/ 25.90 Pressure 17.00 psf 33.50 psf 43.70 psf 20.70 psf 28.E80 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319031-P5 319032-P7 319035-P6 319034-P5 319033-P6 Impact No No Yes No No L Rating -_- I Table I D - Doors under Evaluation C. Conclusion I \ - I \ I I t t I I I / I / No. 46718 STATE OF ONA 17 C_GLA('el' 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 5th Edition 2014) and 61 Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (i) 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 6IG20-3.009(4), F.A.C. 3 June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1) 1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2) 1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3) 1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4) 1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P. E. FL PE # 46718 yOTs<. NON-IMMPACT RESISTANT GLAZING OPTION - .00' NTN1MLMi SSE CLAZNO IN MOLDED FRANCS SGRENED IS On HORti ANDL£- 70GETH£31 SIITH A MMWTMUN OF (6) )B%T' SCREWS INSTALLED IN TOF CR WTERMEDMWT£ SECTION (WITH OR SNOUT DECORATIVE INSER7S) NESTS UNIFORM STA112 DESTON PRESSURES SHOWN ON THIS OP.A'+NNL, GLAZING 13 CA FLAC ANCLE- SHALL HAVE A MAXIMUM HEK.-IT OF13.75' -0 A MAIOMUM LENGTH DF 15,75. GLAZNO S NOT IMPACT 16 GA MIN IOWsZ• RESISTANT AND DOES NO7 MEET E-E REOJiRMNTS FOR TRACK YM O_90 E U wms RMONS. 2. RPACT RES'C'TAAT GLAZING OPTION - 3KIPACT LAC' SCREWS RESISTANT GLAZING SYSTEM NAY BE INSTALEO IN TOP MIN 3 AS OR :NTERMED'ATE SECTION ('NTH OR W IDiOUT DECORATIVE SHOWN) IiSERI GUZRNO SHALL BE I11V MNCROLON-AR i6 CA MN VERi- POLYCA ONA'£' OR EWAL. GLAZNC SHALL HAVE A MAxIMUM HEIGHT OF 15.2i' AND A MAXA4UM LENGTH O TRACK 50.08'. CLA21 IS 3 PACT RMS,ANT AND DOES MEET HE R_SM,REMENTS FOR WW4D-BORNE '-.ORS RMCNS. 5/16R7-5/MT' LAO' SEE VAL' E ON SHEET 2 FCR ASSEMBLY D£TAP-S. SCREW AT EACH CLAZE.D SECTION REOURRES REINFORCEMENT BRACKETS JAMB BRACKET ATTACHED TO U-BAR ON UPPFR INTEGRAL HIS (SEE DETAIL G SHEET 2). 18 CA ._STRUT 0 TO LONER 1/4-2Ox9/16' TRACK IITEDRAL Hie OF SECTION AND OPERATOR SIRE TC BE BOLT AND 1/4-20 HEX FACTORY iN5 ALLEO. RR5TA',LER SHALL FIELD INSTALL (1) NJ7 AT EACH $ JANS 14-14x718' SELF DRILLNC CRW,1TE SCREW TO ATTACH THE 3-STALT 10 THE INTEGRAL FNS AND OPERATOR STYE BRACKET LOCAPOR AT THE CENTS.". E OF THE DOOR PER OETAV. F ON SHECT 2 3. ''A YL OR NOW DOOR STOP NAILEO A MAXIMUM OK 6' O.0 !MUST APOwNLTOP AND BOTN EMS OF PANELS MEDIUM 7/W TO MEET NEOATiVE PRESSURES 4. KEY COCK, SLIDE LOCKS, OR OPERATOR REQUIRED. i5 GA STIFFENED 5. SECTION SHALL BE CONSTRUCTED MTT FOALED IN JAMB BRACKETS PLACE POLYURETHANE FOAM 9ISULATRRM CHEMICALLY SE SCHELOUL£ FOR WNDEO TC 3C GA MINALM FACER STC L AND A MARTY, LOCATION, POLYLAM% NATE BACKER. OR 32 CA STEEL BACKER. END MIT TYPE CAP TO HAYS A AINMMUM i.'.' DEP',H. 6. THE DESIGN OF THE SUPPORTING STRUCTJRAL KEY LOCK OR SLOE LOOK. ELEMENTS SHALL BE THE RESP0N519IUTY OF hi£ BOTH ENDS (NOT PROFESSIONAL OF RECORD FOR INE WAMINC OR STRUCTJREANDINACCORDANCEWITHWAREMTBVWCRTC REO)RIREO PATH OPERATOR S££ NOTE A). SLIDE COCES FOR 7H.E LOADS LISTED ON MS ORAWWO. LOOK SHOWN FOR 7. DOOR JAMB TO BE M M UM 2.6 STRUCTLYiAL GRADE CLAW TY PIJ LUMBER, REFER D JAMB CONhECTOH SUPUENT FOR OQ E.(4) SECTION sow AI vACHNENT TO SUPPORTNG STRUCTURE. DOOR SHOWN. SEE STEEET 2 FOR V-BAR LOCATIONS 8, LOUVER OPTION - .040' MINIMUM LOUVERS W MO.OEO ON COORS WITH OTHER FRAMES SCREN£D TOGETHER PITH A MIMULDN CS (6) ECDC14 OUANRIIS AND FBxi' SCREWS INSTALLED aI THE BOTTOM SECTOR, SEE NOTES T AMR 2 ON TOSS S-,EZT FOR CLAZiNC IMPACT LOUVERSARENOTPACTRESISTANT AND DC NOT MEET THE REWiREMENT3 FOR WIND-BORNE DEIS S REGIONS. OPTIONS. LWVERED SECTION R£OUW.S OPERATOR STLE TO BE FACTORY aLST&LED AT THE C£NTERLDIE O THE DOOR, SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING S7RUCUR£ MAX DOOR 4HEIGHTuti'FORN LaAO EACH JAMB (PLf) VAD77; ! AIAA No. 77945 ^ STATE Of p+1TAl. NWY• DxA{ M.IKWp,S. PC SM R% YJNIY ROAN .60 t19UlT +IDn[. OiKN fx PF TTva iT A[ 11166E PRO:S/ SCNAL VN 11*ERS SEN FAOYDTO ONLY FCR WErluiiG'14^ I CF 4Wf oC CQu6TRJCRiA A£TN SW fw3LP 1PCP+iIN,CRLN AFfMS SEC U- SAR NOTE ON SHEET 2 FOR U-BAR 1NSTAILA71ON CA iNO CAP FL OR U-BAR FASTENER TYPE AT END CAPS AN, BOTTOM RETAbWtR.. CHANCED CENTER H:NOE GAUGE AND ADDED LOJvER OPTION. 1; CHANGE'_ STRUT DENTIFTCATON M£ THOO iI ;. ROMWOOREOPAINTTOiSTAMPEO NUMBER. ORT 3/ 8/06 IPS ADM SUPERIMPOSED I OESSGN PRE RE LOADS ON SUPPORTNc STRUCTURE ANDCLARIFIEDWIRER OF FASTENERS AND CENTER HJMCE5 REOMtO FOR NARROWER DOM 14DTHS. MRB 5/ 10/O6 iPIS ADDED IMPACT RESTSTANOE TOOOOR. ADDED MODEL fIOO. MO6:iiED NOTE R TO STATE THAT LOUVERS ARE NOT IMPACT RESISTANT. GRT 6, 16/07 1 17 MOOED JAMB BRACKET 5. DNCOULE FOR FAT OPTION. ADDED LNR TRACK 17/ 8 SHEET 2, CRT A/77/08 P8 ADOEO IMPACT RESSTAN , CLAZ: NC. MOO TExAS TTOENSE W.SER TO TITLE BLOCK CHANGED LOUVER NOF WCREASEO MM HEICHT TO 8'- 9'. ADDED MOH IL,FT ANO ROOF PITCH ITRACI( NOTE. CRT 7/ 22/C8 P9 UPOAtEO i1T£ 6.00K CRT tl/ 26/1O HOT- (5J CENTER HINGES P£I ,K)fNT BACKER NOTES REIV REO O1 DOOR Ytl37HS GREATER THAN ES- 5/23/2017 3) CENTER ) OCES PER .1OWT SECURED ON DOOR WIDTHS LESS THAN OR EQUAL TO 1Y-0 FOLLOWING OMENSION DENOTES SLOTTED LAMB BRACKET ATTACHED 70 TRACK YITH 1/4-2W9/ir TRACK BOLT AND NUT. FOLLOWANG DIMENSION DENOTES OSRCK INSTALL JANB BAACKEt INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. DOORS W74 MICH LIFT, ROOF PITCH, AND/OR GREATER THAN 8' IN H£WKT HEWIRE USE OF CONTMWOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. Wayne STATIC PRESSRRE RATINGS APPROVED SIZES SCALE N.T.S.SIZE: A FSi q ;? S• t25.BA1-42.3C MAX YET+: }'-S' '-DATE NAME f NEST a)-3a.ss/—a.zo MAx HEIGHT: B' B' uRA1w 3/s/De GRr 1 Dalton+ bfPACT%CYCL;C RATED {Yis/ oj: Es MAx sEC rGN EIG7 :2i° CHECKED]4/6/O6 MR GARAGE DOORS MODELS 5720j9100/ 9605 SHEET i of 2 t A C 9)CN OF OI&RHEAO DOOR CDR: DRAWING PART NO. # R£V. 3395 AD ON OAIYE PeNs+ca FLa_A 25i4 tM(iEL^P.? SPECiEiCATJN GP710V CC E 0233 3i3960 1PIO 13 CA ADJUSTABLE TOP PLACE U-DAR OVER SNTEORAL MO 13 GA ADJVSTABLE FIXTURE ATTACHs.O ?9 :MTN TYE£ (9) PR£-PUNQiFD SOP fU(T4#1E PRE-PC.tA'P+E"0 ROLES " " HOLES EACH ENO PAIDW UPWARC ti 6OTTOM :!-fiAEi r AND ATTACH T,,RU MO CA' AT W TH (2) I/4-14Xsfa' EACH cim W Tz) I/4-14X7/a' / CRgf.PTTE S.'R£WS SEEP DRILUND C1(:MPT7E SCREWS FOR STANDARD TRACK AND (3) r4-14X7/d' SERF ORa.:M CRL4PT^i SCREWS FOR LOW HEADROOM TRACK (2 OF WHICH 1/ ARE USr'D TO ATTACt;ED THc HST i)ETAIt. A 84ACKf' AS sne»ti;. I f,'N H ADROOF+ TRAis( D TI-A -A 13 OA ROLLER 5LOE A'TAYIEC TO USED CNLT ON IMPACT PRE--PUNQ+EO HOLES N 1OP OF +i-BAP PLACE U-BAR OVER iNTEDRAL PIS W1 1i GLAZED SECTION - ti f( TM {2) 1/h14m51b' CRD'PR7£ SfRcffi. 7h£ ($) ERE-W.h'x1+.i' HUES EACH E40 CA RU NFORLEMENT } USE YSEWiNC YG.E 1N StsCE 0 £2sSiA'+E. FAOIG W WARD -0 ATT.CM 'HRU ENO SRAO E7 A"TACPED t PRCPER AUCNNENT OF POLLERS CA' A? EACH -ND METH {2 / 14z7/$' AT! (4) 1/r14z7/a' 4 SELF ORG RIND CRiI[P71TE SCREWS SELF DR.SLLiHC } 15 CA HR40E ATTACHED Ce4ab1t V-BAR PLACED OVER TOP CFIMPTITE SCREWS (2 I WITi (4) 1/4-144/S• ROB Cf! 'HE BOTTOM SECTION SHALL ON- Y 7HROV44 BOTt M. ^TE SIRE -As (2 OF 9E A.,AR1£0 TRtti END CAP A? EACH BRACKET AHD V-SAR)-1 WH4CH ARf_ FACTOR" YATN (I) /r14z7/$• SELF OAAL?NG 1>. ASAGA+"t CRINFTIT SCREW EXAM ON - All aOT70V FLNCE OF THE V-BAP SCIF, DVE TO CLEARANCES REODIRED 70 2NYLON STCRwARO NSTALL SCREY6 AT THE ENDS OF TK.E ROl: E.4 'NTH 4- 1rY STEM o) DE - AIL J- BARS. Al U ARS SHALL CE NSTALLEU `. AN SE C.NDNS PR1CR TO NS7A L;NO Rc`.t, SIZES ANO 70P j XURE {Nl THE-aARS.. SEE ATTACHMENT NOTES ON THIS SHEET. a CA MINCE ATTAChEO UT- 1(6) 1/4-ZNS/8' PLACE , J-5AR O'.ER iN LEGAND ATTACk 2) 1- 20X5/3' CRSMPTTE SCREWS ( 2 Oi HICH ARE FACTORY CFWMETH rPK_ UC<O HUES AT ATTACHED, 3 OF 'AH1 i EACH }r WMlEOWE HINGE ARE AiLO TISTA1I£D INTO LOCATSON (i --ai FLAIDE TOP LEAF. AND, i DF WH 04 , S tTELC R4STAL D OF U- BAR AND BOTTOM HINGE LEAF AND I SHRU T)1RV PEE -PUNCHED NOS" WEB OF U-GAR AND iN 4- BAR) ONTECRAL RIS OF SECTION) T.AI 12 CA DOTTCV SRACKE7 FACTORY ATTACHED W,T1 PUCE U- BAR 01ER MtTElF2K RM WM 3) t/ 4-14.5/9' CRWPTW SCREWS LIE NOTCS? TOWN TO CLEAR BOTTOM BRACiC£TANDATTACHT49VENDCAPj AT EACH END WTH (1) j SELF DRP.2NG CRWTITE SCREW AS FOR WPACT RcSSTANCE. CAH AND USE !) 1/4-107/8' SELF j sOTTCat aRACKFT NU57 8E ORLUNC CRiNPT.TE SCREW ACROSS THE SCREWED TO TRW SOTICM PDT SON OF THE BOTTOM V-BAR AT U-SAR WITH EACH PRE -PUNCHED HOLE AT EVERY 2) /4- 14z7/8' SELF p£TAEL4 HACE LOCATON. USE (I? 1/4-2OX5/8' DKIIING CPNP' Tf: SCREWS. SEE AAPACT 8 7TCKA BRACKET CR4MPATE SCREW AT At- OTHER RE-PUNCEEC ROE LOCATK)NS, SL THS SHEET. 1) 1/ 4-14X7/3' SELF ORLGNO CRIMPTIlE SCREW AT CENTER tt.NE OF DOOR 71iRU J-STRUT k OPERATOR BRACKET, NOTE J- STRUT k SCREW ONLY REWRLO C8 IMPACT OAZEO SECDONS. SEE NOTE W5 it7 l( 7 SACKED Rci£ BER WASHERS ' 3-/2- C.C. MAX '. YTSE1{1717L1C£ J+ tS$ •,2j I I/e' HEAD E I; Q: DO SSG40MAC /'- N0.77945 TRUCVRAL r { SEALANT ORTi STATE OF .' " FACER STEEL 1 NA1 n• 1 3Mtt,F , 4 KDxt91, PF 141a CoiA+' Y 9oAT Ow 4WNL H9PE. Oro NON-STRUCTURAL DECORATIVE WNER WNDOW MU --• ' R PE 7N4> Ts ^f 11—b P.WJME= 19;Ai EI#QINEFKS SEAL PRDa%.EA Du Y TC8 iff flCAT1TJN DI A"fL>..DAD tb44?1Ftt k^31f #TMS DETArL E y A' TACR DCTTOM RRACK£' TO BOTTOM V-BAR iMls (2) /? cR,4 43'E SC SEU WS iRN.iNfl 11 MPACT 307770M UFAC)Cf' 72E All F -R.a ArA .MFN7 NDTS SC110K7 ODORS W/TH ( 6) 3'. •e GA, 80 9D U-BARS CCATEO OYER NTEGRAL WB. S AS 51^0WM 4) SEOSON IS CA, 80 ,5j3'• 18 CA, k O AT OB'RS ! lNiECRO OKRINTeGRAtRt85AS1. ALL U-BARS SHALL BE PUCE, OAR sNTECRAL M AMC ATTACHED TTiRU PRE-PUYO#FO HOLES PATH (2) 1/r14A5J$' CRUIPTT: SOWS AT EACH W7ERMEOA'E SS.NGE LOCAVON. (2) 1/4- 14z7/E' SV F OMLLt G CkNF111W SCREWS AT EACH END CA (EXCEPT SOT}{ U-BARS ON BOTTOM SECTION - SEE DETAL 8 AND D TSS SHEET). (2) i/r11z5/B' CR7MP19TE SCREWS APPR0X81ATELY MIDWAY BETWEEN ENO OF DOOR AMC NiTERM^''-."..ATE WNCE VC"AT** AND',1) 1/4-14YS`E' CR[N? ATE SCREW AHRR=AATL Y B' FROM EAC7! _/C' FOR DOOR WDTiS CREAWR THAN 12-O'. THERE SHALL BE A OTAL OF ( 20) SCREWS ATTACIBHO EACH U-BAR EXCEPT BOTH U-BARS ON 00T'O4SECT" SHALL HAVE A TOTAL OF (18) SCREWS EACH, FOR DOCK WS07HS LESS MAN OR EWAL TO 12'-0', THERE SHALL BE A TOTAL OF (18) SCREWS ATTACH4.NC EACH U- BAR EXCEPT 80TH U-SARS ON 80TTOM SEC ON NON-S1R' LN_?LR!AL DECORATIVE SIIALL HAVE A TOTAL OF (14) SCREWS EACH. CUTER WMD' Dw T-AN 2. W'H THE EXCEPTrON OF THE rS) V R£-PUMCHE4 HOLES 7N THE TCe Cl EACH END J5LV F:AS AITIACH E-T OF TnE RCLLER 1/4' PCLYCARBONATE SLAWS AND THE {{aA PR PUtel3iED HOLES (N Tif OCTTOM OF L EACH - ND USEC FDR THEATTACHMENT OF THE TOP GIXIURE OTE OTHERVsk DIN DDS Silewr-ATZON 0.N0t1iLCSSNOTEDCRAVAN , ALL PRE PV CH D HT"', ES ;N AL'_ V-OARS SHAG! BE ATTACHED TC 1HE DOCH WA T'R 'f4-14X5/$" CR74>DT7F SCREW& 2, 18 CA U-GARS 5H.A_L BE STAMPED "46" APFROXIMATFI.1 8" FROM EACH END, J Wayne Dalton. GARAGE DOORS r A Ov" OF OVERHEAD MCA CO 33A5 ADD" DPTE I PENSACOJI FLOIWA 32514 cCS TO GENERAL A,o L'HANG:C FAS'EN£ R CAPS AND RETWA. O CENTER " Nti'. AND ADDED CPTQN. OSTRUT CLONED PANT TO 4RF1E0 :+UN$ ER OF SiEHERS AND C£HTER ACES REWAL0 FCR RROWER DOOR ; OTHS. 8 5/ 10/06 ADDED IMPACT S5'ARC£ 10 DOOR. DEO MODEL 6100. OTIED TE NOa 10n7E THAT LOUVERS NOT IMPACT SESTANT. T 6/ 6/ D7 MOD! EC .P- VB ACKET SC AEDth. E FOR 7 OPTION, DD'O LHR ACK OETkL SHEET 2" T 1/17/ 08 ADDED {MPAC' StSTANT CL.AZaNC. O`EO TEXAS UCENSEb FN 70 T^,F BLOCK. A4CED LOl7VER tt0' - REASED MAX HCCTiT 9'. ADDED ia' 31 T AND ROOF N7CH All NC1. T 7/22/ 08 uPDA—i o TITLE 91RC! T a/26/ 10 0 ER31526 OEO mn AND CKER NOTES C 5/23/ 2017 V (PSF): a78. 65 43.20 JVAX HPiCH.T: B'-B` AWN 1 3/a/uc GNr lPAGTfGYCLIC RA;EO ( Yf.$/Si4} ?'F.S MAX S£CD6N NBGNT.21` 4/6ro}— d { A1R8 MODELS5'20/ 9100/9605 SHEET 2 of 2— pFZA'A'.NG PART NO. REV. WNCLOAD SPEC%7CA70N 0: 70N CODE 0230 ' 318960 ?10 SPLICE PLATE LOCATION SEE SCHiEDJUE Orr MAX 12" V, A X A MAX YAX CLIPS TO BE EITHER RiVE7-- eIOI -IEO, OR AIELIDED. SEE DETAILS HIS PACE. cwra , xams., Pi 157E W"ll P.O., 160 j K-VE. allo PC 77945 n Pr '!?US PR'.FE—SSC,,AL ES'ZNMR'5 SEAL Pl4aADEC ON-Y FVk vtRViCATI1 CW Wt-01.9A0 00,N`5TRUCTq 6&7AL9. UP DE-A!L 13 GA MIN CONTINUOi WALL ANC 11 GA MIN CLIP SEE SCHEDULE P; CAL CLIP BOLTING DETAIL 13 CA MIN CONTINUOUS WALL ANGLE 2) 1/4" X 7/ 16 SEMI TUBULAR ' R V-S 11 CA MIN CLIP SEE SCHEDULE" CLIF LOCATIONS a SEE SC.'' TRACK 13 CA IVIN CNTINUOJSINA 1 1 ANGLE x % jillfjjj / 1, / v oCElvi cW 7794 S7ATr or OF ORIDP, op VAL N TRACK 3') 1/4"-20 TRACK OR CARRIAGE BOLT MTP 111/4"-20 NUT RACK 4( 1) -/4'-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20D 1 NUT T' fPCAL CUP RIVETING -QE- j AIL 11 CA MIN CLIP SEE SCHEDULE T-T 1/4"-20 TRACK i OR CARRIAGE BOLT WITH 1/ 4"-20 NUT TPACK TYPICAL CLIP W -El 0 1 N C :)E-Ali I fiFCIC i PPF'q<*,! JP;7 ^.m4 APT i MAX DOOR Al C THI, MAX PSF 1 1 S'- 0" 46.0 PSF/-52,'C' PSc' i 45.0 PSF/-52.0 P 7 S 0" 45. 0 PSF/-.52.0 P IF SF—dla P!nea Iton. DOORS 3395 AD- CISON DRIVE PENSACOLA FLORiDA 32 14 T,:;,)ACKSLPPIL-EMENT (--,HIART 8") -9590 474 REVISIONSNCH 7ACK- CUPSTEXAS WALL ANGLE 12 FOOT LIPDATEV 3Pj -:/ 11/ 03 P3 UPDATED FORMAT. NCREASED ALLOWABLE PRESSURES TO PST FOR ALL OXR WOT)iS, CI,ANGED ' TEXAS %AL.L ANGLE M ' TO 'CONTIOLAWALLANGLE. ADDED SUSSTRATE MOUNTING DETAIL, CHANGED To I 1TEN HDANCHORS GIRT 1/ 2/C7 0024 WITH OVERLA' TRACK CLIP fEDULE.. 5/ 21 / Q7 tJPCA-,Er MODELS ED IN CHARTS. ATEC SPLICE & CLIP I .EDULES. UPDATE MOUNTING u'Pf) A-,EC CHARTS TC INATE THE VSE OF 8 CLIP ( REPLACED 1 79 ACROSs THE PDATED STEED. XPANDED 1- 1/2- TO 18' DCLOA THICKNESS 4l UP 70 14' H1L- 2/", /38 UPDATED r% E 5/2/ 10 UPDATED TITLE K. REMOVED CHART 4.—,A7: D TITLE x. SHEET 1 Of 2 DRAVANG PA- 7 IND. REV. 30"494 P11 IVA 9 tal 0 m W. w ao W2 w 16 z zi wg Ct) z T, W r r7- m LJJ yy L LL d.. O. CK t,-,' In p goI t'l I'l F- (/) 0 Ld GO n < (- o 00 0 ca 7 uj LJ z W R L'i 0 j cy zwz iE (56 z x 0 X 0 -J C-)cp 0 co z a, OT q W F X L'i < C Z u S :r, L'i 2IT) Z c N\- U -i < C) z < 0 x 7-3- j tit Li < CC}0 C) T T K < Q z xm (/) D C.) < r q 4- LO L) 11 U'l . 14 CN 7- X) z LJ k < uj C) < x C" I x o U) > N —tj Ul W Wayne Dalton - GARAGE 000RS 3395 ADDISON DRIVE PENSACOLA. FLORICA 32514 85C) 474-9890 XAE - J - K% iCF_N&,'** No.77945 s jo kN STATE OF 40RIDN ONAL eN mimmu 1-_ SOUTH D.Al,W J, KORW_ n 574 , ft_AC 16Ctirw Z 779' TI PE ':;M 6' MAX, FASIYI%0EIIS PER SQ—EOULEs ', 7-jRU 4 MAX3WJV. SPALI,Ni.i 6' MAX V, m #_3 HtAl)fli LOOK ca r C4PINE9RACKE7 LUMBER. 2) 3/8- SVPSW 7TEN HD SCREW ANCtiOR WMM A 1 1/4" WAEjE9 AND A MINIMUM EMK:11AEN7 DEPTH OF 2-3/4- ^3 A MJN:MUA EDGE DISTANCE OF 2-3/4 NaTL_ MAY.MJV CESICN :A:) APACi-Y OF 2065 LEIS, STRUCTURAL CRADE U,VSER FOR ATTACPWENT 70 WOW SUBSTRATE OR MIMMUM 2K6 FOR ATTACrEU EN7 TO CONCRETE AND GkCUl FILLED caj, 7YP. SEE DE -AILS 1, Z AND 3 REQUIRED FOR VERTICAL POST F1NFCRClN0 SYSTEMS DOOR HZIGH7 DOOR Arlr_lH MINIMUM 25 JLI (JJJHEADER LOCK PINE BRACKET RACKETLUMBER. - I I4' 1 4' 4) 3/6- SwFSON - I TEN 'c- SCREW AN CHI IMTM A —i /4- WASHER AND A MINIMUM EMBEDMENT 0EI—H OF 2- 3f4- AMO A JAMMUM ED^X DISTANCE Of 4'. mlsimw ^ lu NOTE, MAXMJV, - UESIGN LOAD CAPACITY OF 2400 L35. MMMUM 2. 6 #3 -; HEADER LOCK PINE {BRACKET LUMBik J- 2 4) 3/ 8' D'A, LAC SCREWS 1-1/ 4- G.O. WASHERS, LAC S _ RFAS SMALL MA.t A MIMMU'A PENETRA7011 OF 1-9/ 32- INTO THE MAIN SUPPORT MEMBER. Po"I V"'CotQILMA4'__ 1 q Rlorr" LOAD CAFAW, Y OF 2430 LBS, DRAWN 1 F SjUT I OF 2 RE%;&ONS P17 UPDATED 717-E BLOCK ESC 6/) 5/17 NAME DRAWING FWZ7 NG REV, PROPESSOUL El lslm's SEAL P'n'Im O ky FOR jAMS C0NN-E_C7';0J% SUPR-EVENT 32462C Wayne Dalton, GARAG.c- rOORS 3395 ADIISC'N DRIVE PENSACCI.A, FLOR.DA 32514 850) 474-989D Kcpms. PE RCA' +60 PE 77215 'X PE 117565 p R O11- ss Z' ENC.EEM 3 sl!AL pftol'S3vl LYky FOR YE 1sfCn^GN OF WA'10,:J4a CC.S!P'C-," CE7AV-S, YIN 254aO PST CONCRETE u2m "AX ALLOWAeLf FASTENER LOAD MAY EXCEED THE OlmN C OF THE STRUCTURE DESIGN 2 3/4- CF S4'FpQR'11N S7RVC79RE SHALL WIN ED-- f 91 D"E SC E ;E&-ONSS`,LTY Of 7HE PRCFESSICNAL OF RECOf".O—) FOR 1'E SMJCIURE L, I /--,- SIM 2- 3INEem/. MmV. 6' 8i W jAMS BRACKET LOCATION AMO BRACKET I, 1/ 4-ZCX9/ 16ANRACKBOLIAND 10EX4 HI.EX NVTRACK03W _j.FC _ 1, 17VC14N, Na UETAI4 MIN 2 . 4 SPF ( C-0,42) OR 9E77ER WALL STUD 92!L MAX ALLOWAS- E FASTENER LOAD MAY EXCEED THE DESIGN LOAD CF THE SIRLCTURE, DESIGN OF SUPPORTING 57- mVC7,1R-F SHALL BE E SOLE RESPONSSKJTY Of 7,E PROFESSIONAL C'F RECCRI) FOR - r-E S,R.;C7UP-- , 0\111111/1 J KOs t4o. 77945 ry STATS 0' 10 0 x" I' 4b/13vi•? 5/15- LAC SCREW WITH W ' 1-9/32" EMBED IN CENTER OF' STUD DR :1' 0 1/4') FOREACmL' JAMB RACKET LOCAPION JAMSBRACKET1/4- 204J1 5' RACK R K AC ' aQ T AND1/4 20 :HEX NUT TRACK Q!RFC- WC' On h4AX 42C• !QS PER ! An FASTENER SlEE7 2 JAMS CONNEC- DON SUPPLEMEN7 DATE NA V, I 4/10/13 t R T f.O rRAWNG -ART N' 0. REV, I 324620 1/2/2018 Florida Building Code Online 6CIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff 6CIS Site Map Links Sear dbProduct ApprovalpikUSER: Public Userr pLgAU;n > h > 62pkgatItQnjt9 >Application Detail FL # FL19715-R3 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 Silver Line Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 651) 264-4178 Nicholas. Kopp@andersencot-p.com Nicholas Kopp Nicholas.Kopp@andersencorp.com Ion Berrian One Silverline Drive North Brunswick, NJ 08902 732) 435-1000 jonberrian@slbp.com Windows Single Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received 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 1 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By slandmd AAMA/WDMA/CSA 101/I.S,2/A440 AAMA/WDMA/CSA 101/l.S.2/A440 ASTM E1886 ASTM E1996 ASTM E330 TAS 201 TAS 202 TAS 203 YANU 2011 2008 2005 2012 2002 1994 1994 1994 N Sections from the Code https://floridabuilding.org/pr/pF._appjtl,aspx?pararti=wGEVXQwtDqtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 1/2/2018 Florida Building Code Online Product Approval Method Method I 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 19715.1 Series 2900/4900 Single Hung ;Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No 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 Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 19715.3 j' Series 70 Model 2127 Single Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other- See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 19715.4 1 Series 70 Model 2127 Single Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ. Yes Impact Resistant: Yes Design Pressure. N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. Installation Instructions Verified By: Hermes F. Norero, Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions EL12715 R3 11 WDQII SS 2017-Qk:.J Verified By: Hermes F. Norero Florida P.E, 73778 Created by Independent Third Party: Yes Evaluation Reports FL.1971S R3 AE R4806 SS 20I7-QLzLjpijf Created by Independent Third Party: Yes MEW Qont yt Us :: zwal The State of Florida is an AA/EEO employer, CogyGi,p,ht 2007-2013 State of Florida.:: EDXdU5_tdLt0j= :: Aecessi pjJLy Statement :: Ref Uand _ajdLQMjjA 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(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wie supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licew under Chapter 455, F.S., please click _hgrr_ Product Approval Accepts: MIULEI EEO Credit Gard Safe https:// floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqtvA%2bxmzkl hGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 2/2 ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, THE NUMBER OF INSTALLATION ANCHORS DEPICTED ISTHE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OFTHE MAXIMUM SIZE LIST£0. INSTALL INDMDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE Of 11/2 INCH THE DEPICTED LOCATION IS SPACING IN THE ANCHOR LAYOUT DETAILS I.E-, WITHOUT CONSIDERATION OFTOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD SEARING SHtM) S). MAXIMUM. ALLOWABLE SHIM STACK TO BE 313 INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS, SHIMS) SMALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER, FIN MSTALLATION: FOR INSTALLATION IN70 WOOD FRAMING USE NS WOOD SCREWS OR II GAUGE ROOFING NALS OR IOC COMMON NAILS OF33Jr t ENT LENGTH TO ACHIEVE 1.112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3/8" EDGE DISTANCE. I. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 88 SELF- TAPING SCREWS, OF SUlIFICENT LENGTH TO ACHIEVE A MINIMUM OF 3 TMRc PEN RA S N BEYOND METAL WALL. INSTALLATION SHALL MAINTAIN MIN. 318' EDGE DISTANCE. I, THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE MIOWOODSCREWSOFSUfF?CENT LENGTHTOACHIEVE I-I/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. I. THROUGH FRAME IP45TALIATION: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/ MA$ONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/161NCH DIAMETER ITW TAPCONS OF SVFFLCIENT LENGTH TO ACHIEVE 1.1/4INCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 1 3/4- EDGE DIS ANC£ 1. THROUGH FRAME INSTALLATION: FOR INSTALLAT, ON INTO METAL STUD USE 010 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENE7 RATION BEYOND METAL WALL - 10, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING, 13. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERAL OR HAVE A CORROSION RESISTANT COAT+ NG, SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON - IMPACT) GENERAL NOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH. THE 6TH EDITION FLORIDA BUILDING CODE IFE10, EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING; AAMA/ WDMAJCSA 101/iS.2/A440-08/11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/ MASONRY, 2X FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PROOJCT LOAD$ TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X SI W IW'M---N USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION. 4, THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE, If SITE CONDITION$ CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREM, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON- ENH2 AREAS. tN HVMZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINEO FROM MIAN'-OADE RER OR Ail), 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE, 6. WINDOW FRAME MATERAL; PVC 12. FOR HOLLOW B'"OCK AND GROUT FILLED BLOCK, 00 NOT INSTALL 7- IN ACCORDANCE WITH THE 6TH EDITION f$C, WOOD INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED COMPONENT5 SMALL HAVE BEEN PRESERVATIVE TREATED FROM FREE EDGE OF BLOCK OR EDGE Of MORTAR JOINT INTO FACE SHELL OF OR SHALL BE Cf A DURABLE SPECIES AS DEFINED IN BLork CHAPTER 23, 13. INSTALLATION ANCHORS SHALL BE INSTALLED A ACCORDANCE WITH ANCHOR MANUFACTURER' S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 14, INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD' MINIMUM SPECIFIC GRAVITY OF 0.55. 8. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM CT90 WITH MINIMUM COMPRESSIVE STRENGTH OF 20DO PSI AND GROUT CONFORMS TO A57M C476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2CA0 PSI, D. HOLLOW BLOCK CMV - UNIT STRENGTH CONFORMS TO AS, M C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2WOPSL, F. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI, MINIMUM WALL THICKNESS OF 47,8 MIL (0.0478• or 18 GAUGE). MIN. 1/2' EDGE DISTANCE. F. ALUM}NUM - MINIMUM ALLOY 6063-15. MMIMUMWALL THICKNESS Of 1116". MIN. 1/2' EDGE DISTANCE. S. GLASS MEETS THE REC'UiREMENTS OF ASTM £ 130C GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. I TARLF OF C1INTFNTS i SHEET REVISION SHEET DESCRIPTION 1 IH35TAL1.ATION 4 GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL 4 HORIZONTAL SECTIONS {NAIL FIN) S VERTICAL 4 HORIZONTAL SECTIONS (THROUGH FRAME) I 4 ORIZONTAL SECTIONS, BUCK INSTALLATION, 4 GLAZING DETAIL MAX OVERALL SIZE Cowls, DESIGN PRESSURE ' { MISSILE I, M,PACTRATING WIDTHHEISHIT { i 34' 64- O/X 3: / -35 PSF NON tMPAC 3W bb" O/X 50 ! -50 PSF NON IMPACT 3B' 74• 0,'X gO / •50 PSF NON IMPACT 3B• TT O/X 35 / •35 PSF NON IMPACT I 44- 62' OJX 50 / -50 PSF NON IMPACT i 49' 72• O/X 35 / -35 PSF NON IMPACT 48' Be O/X 20 / •20 PSF NON IMPACT 5Z' 72' O/X 25 / •25 P5F NON IMPACT 36" 63.75" O/X (ORIEL) 35 / -35 PSF NON IMPACT 48" 1. O/X (ORIEL) ZO / -20 PSF NON IMPACT 72' Or G/X-O/X 35 / -35 PSF NON IMPACT 7Z" 64- OJX-0/X 35 I -35 PSF NON IMPACT 74• 62• O/X-O/X 501 -50 PSF NON IMPACT 76' 72' O/X-O/X 50 / -50 PSF I NON IMPACT 76, 77' O/X-O/X 25 / -25 PSF i NON IMPACT 80" 74' 0/X-O/X 35 / -35 PSf NON IMPACT 74" O/X-O/X 301 -30 PSf NqN IMPACT 10a' 62" O/X-O/X-O/X 50 / -SC PSF NON IMPACT 108' 72' O/X-O/X-O/X 50 / •50 PSF ON IMPACT low 84• OIX•O/X-Olx 25 / -25 PSF NON IMPACT OpuNy s4gna4 o'y Halms F. No-o. P.E. A, I—A:IN dP -W'Q uwi 104u—m Fi.#: FL297i5 Dalo:2Dt 7,06.15 16".1:CB -34W SilverLine b ; Andersen t I I i90w' S•004A5 arE SILYf4aM Ru:,4 Q p O UN I is tlt lit llNS In T u 4D v mZ » 40 3 ss Z Dw6 #: 5W© 002 SHEET: 1 OF 6 T— i MAX, FRAH H£I&HT 9t I I MAX. FR, HEIGHT MAX. FRAME WIDTH 48" ELEVATION SINGLE HUNG WINDOW MAX FRAME WIDTH 96" ELEVATION TWIN SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS ARCH TOY CONFIGURATIONS fOR ALL MI-4901 RATINGS, SINGLE UNIT CONFIGURATIONS QUALIFIED CONFIGURATIONS ARCH TOY C13N—URATLONS FOR ALL M21901 RATINGS, TWIN UNIT CONFIGURATIONS I s MAX FR, HEIGHT t j i MAX FRAH HEIGHT 91 L MAX. FRAME WIDTH48' j ELEVATION SINGLE HUNG ORIE1 WINDOW MAX, FRAME WIDTH 1W TRIPLE SINGLE HUNG WINDOW Silver Une U+:Y1d1'I itl i Mall lj=Q Sliv£fxL C CWZv£ N9RTM gRilNSYrLK, ^ei Ct9C+: 2 aS w Z0pZ. y; s+ >n Ixo m III F » ®z pp; Sx u2 o p U V) owG # SWD002 SHEET: 2 OF 6 2" MAX. FROM CORNERS 11" MA> O.C. i-11" MAX. O.C. 2' MAX. FROM CORNERS t raoiE:..•. or wt'u e-a xns NOi9E0 A- W_"., esin. „*c scx ANCHOR LAYOUT NAIL AN - SINGLE HUNG WINDOW 6" MAX 2" MAX, 4 1/2" MAX FROMO. C. CORNERS4 1/2' MAX. O. C. JJJ 2" MAX 1 FROM, CORNERS FROM jj 20' MAX. CORNERS¢ i O.C. FROM CORNER5 I (^ T- i 20" MAX. o c, 6' MAX. FROM CORNERS 1 ANCHOR LAYOUT THROUGH FRAME. SINGLE HUNG WINDOW t 161/ 2' MAX O. C. 1 1 6" MAX. 1 FROM — CORNERS T) 4 1/2" MAX. O. C. ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW 2 3I4" MAX, O. C. 1" MAX j FROM3r CORNERS6" MAX. O. C. 1 1' MAX. T— FROM CORNERS 6` MAX O, C. 1 1-- 6"0 X. ANCHOR LAYOUT NAIL FIN - TRIPLE StNGLE HUNG WINDOW 6" MAX, 12" MAX. FROMj— CORNERS { O.C. i t 16 1/2` MAX 1 R ANCHOR STRAP 6" MAX. 1 PIN 50-2995-2 FROM J SEE SHEET 5 FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW t si l I EI i ANCHOR STRAP PIN 5C-2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW u Z SW0002 SHEET, 3 OF 6 CONCRETE/ MASONRY I MINBYOTHERS11/2' MIN. EMBEDMENT EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY & ZX ------ WOOD BUCK BY OTHERS 2x WOOD SUCK By OTHERS SEE SHEET 6 FOR DETAILS 3/8 MIN,CONNECTION 8 WOOD SCREW - ED&E DIST, F INSTALLATION ANCHOR EXTERIOR FV,JISH,/si BY OTHERS 1/4' MAX. PERIMETER HIM. SPACE SEALANT 1 O.A. BY OTHERS UNIT LIHEIGHTEXTERIORIINTERIOR SEE GLAZING DETAIL, SHEET 6 r VERTICAL SECTION 4 - fAjD - 2X WOOD SUCX NAIL FIN SEE GLAZING DETAIL, SHEET 6 EXTERIOR INTERIOR C. A. UNIT HEIGHT PERIMETER SEALANT BY OTHERS 2/4"MAX EXTERIOR FINISH SHIM SPACE BY OTHERS 98 WOOD SCREW INSTALLATION TONANCHOR 3/ 8" MIN, WOOD SUCK By OTHERS EDGE DIST. SEE SHEET 6 FO CONNECTION DETAILS 'a CAULK BETWEEN CONCRETE/ MASONRY NCRETE/ MASONRY & ZX By OTHERS WOOD SUCK BY OTHERS 2 1/2* MIN. EMBEDMENT SECTION rXVERTICALSILL - 2X WOOD SUCK NAIL FIN Silver Line 2/ 4 MAX MIN. 3/aEDGE DISTANCE SHIM SPACE SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS MIN. 3 THREADS z SEE. GLAZING PENETRATION BEYOND DETAILSH EET T6METAL STRUCTURE Nci 4 INTERIOR 98 GA. 5 SELF -TAPPING SCREW a INSTALLATION ANCHOR o. METAL STUD BY OTHERS, SEE SHEET I INSTALLATION 4) NOTE 14 0 EXTERIOR FINISH BY OTHERS EXTERIOR i PERIMETER SEALANT aY OTHERS O. A. j) UNIT z WIDTH0Lu HORIZONTAL SECTION 4 JAMS - METAL STUD NAIL FIN 91 x Z o DwG ss: SWC) 002 SHEET: 4 OF 6 910 WOOD SCREW, INSTALLATION ANCHOR CONCRETE/ MASONRY + BY OTHERS 3/4` MIN EDGE DISTANCE 2X WOOD BUCK/STUD BY OTHERS SEE SHEET 6 FOR 1/4' MAX. CONNECTION DETAILS SHIM SPACE ChULK BETWEEN tCONCRE' E/MASONRY a I a SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTSBYOTHERS SEE GLAZING 1 1/2' MIN. DETAIL SHEET 61 EXTERIOR FINISH EMBEDMENT BY OTHERS INTERIOR j PERIMETER SEALANT_! SHIM SPACE BY OTHERS t O.A. EXTERIOR ) J INTERIOR UNIT HEIGHT SEE &LAZING y / DETAIL, SHEET 6 VERTICAL SECTION HEAD -2X WOOD BUCK THROUGH FRAME SEE 6LA2[NG DETAIL, SHEET 6 EXTERIOR O.A. UNIT J ) HEI{6HT ( ' PERIMETER SEALANT BY OTHERS 1 EXTERIOR FINISH BY OTHERS - a r' a PRECAST SILL ` . BY OTHERS ........ a a3/16' ITN TAPCON a INSTALLATION ANCHOR EXTERIOR MIN, 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN, 1/2" EDGE DISTANCE 10 &R. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, SEE SHEET 1 IN57ALLATION NOTE 14 PERIMETER SEALANT BY OTHERS O.A. UNIT WIDTH F— HORIZONTAL SECTION J JAMB- METAL TUBEISTUD OR APPROVED MULLION THROUGH FRAME 5) 914 PANCAKE HEAD SCREWS FROM STRAP TO FRAME, HOLES PROVIDED TO ACCOMODATE 914 DIA. INTERIOR ANCHOR STRAP, AT TWIN 4 TRIPLE CONFI6, OILY, SEE 0,0620PLANVIEW -ANCHOR STRAP P/N 50-2995-2)' DETAIL AT RI6HT FOR INSTALL. REQ, 1/4' MAX, SHIM SPACE I 1 1/4" MIN. EMBEDMENT o 1 1.3/4' MINA 4 EDGE DISTANCE VERTICAL_ SECTION S SILL- CONCR£T£JMASONRY THROUGHFRAM£ s s 0(2)-1--6.0000 1 N - INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50-2995-2) OPENING. SEE ANCHOR REQUIREMENTS BELOW, 3 ANCHOR STRAP ANCHORING REQUIREMENT5: 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) #10 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, 1 Silver Line 1r'nciNisen k DGwf Ys 4 c.A s+rr.u a e:vs r sap ma.r.: sunaz um p pz 0m O k N N 0 4 ti W Z. yew v co 2< w m o z T jj! O 1 Pw Is v Z E x W Q r O Q U VG #: SWD002 1EET: 5 OF 6 INTERIOR INTERIOR SMALL' FRAME LARGE' FRAME REINFORCING EXTERIOR, REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF. REQUIREMENTS REQUIREMENTS. VERTICAL SECTION MEETING STILE I- ALUMINVM SASH REINFORCING 15 REQUIRED FOR THE FOL.LOWIW. SIZEIRATINVGS: 48 X 72, (OIX), DESIGN PRESSURE 35 PSF 36 X 84, (OIX), DESIGN PRESSURE 35 PSF 38 X 74, (OIX), DESIGN PRESSURE -1. 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-O/X), DESIGN KE55uRE 50 PSF 108 X 62, (O/X-O/X-O/X), DESIGN PRESSURE ./.50 PSF 108 X 72, (O/X-O/X-O/X), DESIGN PRESSURE -/-50 PSF HORIZONTAL SECTION INTERMEDIATE fKAME MULLION c: - STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING 15 NOT REQUIRED FOR THE FOLLOWING SIZE/RATZNGS; 76X62.(O/X.O/X),DESIGN PRESSURE -/-35PSF r-STEEL INTERMEDIATE FRAME 'SMALL' REINFORCINGu IS NOT REQVrRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (OIX-O/X), DESIGN PRESSURE /- 35 PSF NOTE: ALL GLAZING CONFIGURATIONS SHALLCo —7y WITH SAFETY GLAZING REQUIREMENTS MpL1 OUTLINED IN CURRENT FSC AND ASTM E 1300 GLASS LOAD RESISTANCE, I 5/8" O.A. I.G. CLASS EXTERIOR INTERIOR MIN. GLASS Jul BITE 1/2' T Ila, SETTING BLOCK GLAZING DETAIL I NOTE; 1. LOCATION OF SUCK OR WINDOW ANCHORS MAY BE AD.TU5TED TO MAINTAIN I" MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX, O.G. 5PACING SPECIFIED 15 NOT EXCEEDED, 2. RUCK MAY BE FLUSH WITH FACE OF THE BLOCK 1/4" I TW TAPCON ANCHOR 4" FROM CORNERS 16" MAX O.C. THEREAFTER i ,- J. 11/4- MIN . EMBEDMENT 2- MIN, EDGE DISTANCE ZX WOOD RUCK Of SUFFICIENT DDEPTH TO FULLY SUPPORT WINDOW FRAME, BYY OTHERS 11/2, MrN_ EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS SUCK INSTALLATION DETAIL itverLjne V) z Lu a D Z Q Z DWG 9; SWD002 SHEET: 6 OF 6 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 of J'Zepor't 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL4 FL 19 7 1 5' Report Nio. 4875 6"' Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: I — D (Engineering Evaluation) Windows Single Hung Series 290014900 Single Hung Winslow PVC See Installation Instructions, SWD002 Prepared for: sflvev 11roducts, One sikerline Dt% Noorth H'Prunsk%ick. NA 081,1)02 Prepared by: 1jer'n"It's FNokrero Florida Professional Engineer 9 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' XX I I I I III// t F. 0 0 7_ 0 Cam ONAL Hermes P.E. Florida No. 73778 BUILDING N D— APerfect Solution inEvery Drop Certificate of Authorization: 29578 Manufacturer: Product Category: Product Sub - Category: Compliance Method: Product Name: Silver Line Building Products Single Hung State Product Approval Method (1)(d) Series 29UU/ 49OOSingle Hung Window FL#, FL19715 Date: 86/14/ 2017 Report No: 4875 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based onMethod _ld ufthe State ofFlorida Product Approval, Florida Department ofBusiness and Professional Regulation Florida Building Commission, Limits of Use: Hermes F. Norero, P. E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 6 1h Edition Florida Building Code. See Installation Instructions SVVDOO2, signed and sealed byHermes F.Nurero,Pl(FL #73778)for specific use parameters. 1 This product has been evaluated and is in compliance with the 6"' Edition Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall beaslisted and spaced asshown ondetails. Anchor embedment into substrate material shall bebeyond wall dressing orstucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 6 1h Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details ofdrawing SVVDOO2require further engineering analysis byalicensed engineer orregistered architect. S. See Installation Instructions SVVD0O2for size and design pressure limitations. Hermes F.Nuren\PI. Florida No. 73778 Page 2 of 4 BUILDING 4 V— APerfect Solution inEvery Drop Certificate ofAuthorization: zss78 FL#: FL1971S Date: 06/14/ 2017 Report No: 4875 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a quality assurance program audited byanapproved quality assurance entity through Window and Door Manufacturers Association (FB[Organization #:QUAZS15). Performance Standards: The product described herein has been tested per: Referenced Data: AAK4A/VVDMA/[ 3A101/iS. 2/A440-08/I1 I. Product Testing performed by Architectural Testing FB[Organization #T5T1558) Report: Dated: 89241.01- 10947 5/ 102 12 C0329.02-109-7 3/17/2014 O0376.01-109-47 3/11/2013 0328.01'109'47 1/03/2014 7074.01-109-47 6/17/2013 7075.01-109-47 8/16/2013 9952.01-109-47 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 E5611.81-109-47 3/03/3015 E561201'109'47 5/ 07/2015 E7244.01-109-47 6/16/2015 E7250.01-109-47 6/16/2015 E9219.01-109-47 10/21/3015 E9220.01-189-47 10/21/2015 E9223.01'109-47 10/28/2016 Z Quality Assurance Window and Door Manufacturers Association F8[Organization #:QUA251S) l PVC profiles meet requirements cfVVDMA/HaUK4arkVVDf61inaccordance Hennes F. Noneno, P. E. Florida No. 73778 Page 3of4 BUILDING N m— APerfect Solution inEvery Drop Certificate nfAuthorization: z9s7o installation: 1. Approved anchor types and substrates areas follows: Nailing Fin Installation: FL#: FL19715 Date: 06/14/ 2017 Report No: 487S A. For two by(2X) wood frame substrate (Min.lG.=O5S[use #0PHWood Screw 0R11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length toachieve minimum embedment uf1SO"into wood framing. B. For steel stud substrate ( Min 18Ga, Fy = 33 ksi), use #QTEK PH orHVVH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. For concrete ( Min.yc=3000 psi) ormasonry (Conforms toASTM C90) substrate where one by(IX)'non'structuraLwood bucking isemployed, use 3/1G°diameter [7VVHWH Tapcontype concrete screw anchors ofsufficient length toachieve minimum embedment of12S"into concrete ormasonry. C. For concrete (K4in. f'c= 30OUpsi) ormasonry (Conforms toASTN|[90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screwanch000fsuffident|engthtoachieveminimumembedrnentof12S"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 toInstallation Instructions (SW0UO2)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.Nonen\ P.E. Florida No. 73778 Page 4 of 4 1 112/2018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications F13C Staff 6CIS Site Map Links Sear Product Approvaldb' r4i< roUSER: Public User i > A2pjLqatLQa i t > Application Detail FL # FL12194-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/ Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence - Evl aLiqn R&pQq 4 fffit—q fLU1429 Referenced Standard and Year (of Standard) Sland"r Y-"-r AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code g" Product Approval Method Method I Option D https:// www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWniooed2jQ%3d%3d 1/2 1/2/2018 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised 12194.1 Florida Building Code Online 09/06/2017 09/06/2017 09/13/2017 12/12/2017 12/15/2017 Alumunum Coils Aluminum Soffit Limits of Use Approved for use in HVHZ.- No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure, +80/-90 Other: See Evaluation Report for limits of use. Aluminum soffit panels Installation Instructions Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports Y,,Iuoti P-R. S9 Created by Independent Third Party: Yes Ws" The State of Florida is an AA/EEO employer. Copyught 2007-2013_5jdLQ_QLE[gLLdd, :: p3j,yacv tatement :: 6_Q=sibilitv 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 addi, 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 licen! under Chapter 455, F.S, please click b&L_. Product Approval Accepts: IM 91 M El M Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 2/2 e/b/Apo/Au horbu onNo. 39BJ4 CREEK 17520EdinburghDr Tampa, FL33647 TECHNICAL SERVICES, LLC (813)480'3421 EVALUATION REPORT FLORIDA Bull -DING CODE 6 T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September t20/7 50U1West Knox Street Tampa, FL33O34 813)249- 9743 Manufacturing: Tampa, FL Quality Assurance: PR|Construction Materials Technologies (OUAS110) Category: Panel Walls Subcategory: Soffits Code Sections: 1404.51.170910 Properties: Wind Resistance msrsnEwcEa Entity Report No Standard Year Certified Testing Laboratories (TSr1srr) oTLx1ownm AAmA 1402 z000 Certified Testing Laboratories (rar1srr) orLAznrmw AAwA14nu zono pmConstruction Materials Technologies (rSToa7o) xC/x'ona-nz-n/ AAwA/4oz znns pn|Construction Materials Technologies (ToTuorV) Ac|x'uoa'nz'nz AAmA 1402 znon L/M/rxToma 1 This report ianot for use inthe HVHZ. 2 Design wind loads shall be determined in accordance with FBC Section 1009. 3 Soffits shall belabeled inaccordance with F8CSection 17O91O. 4 |natoUohon of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. VVhena discrepancies exist between these souroeo, the more restrictive and F8Ccompliant installation detail shall prevail, 5. Installations shall meet the minimum ventilation requirements ofF8Csection 12032, 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing aubsVnV*o, 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 01G2V'3. xLc1noo/o rL12/9*+6 pao*^ of This evaluation report | vprovided for State mFlorida product approval under Rule mG20-3.The manufacturer shall notify CREEK Technical Services, LI-C of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, mmw/m| vo, recommended use, o,other product aonumeu mature not specifically addressed herein. ALUMINUM COILS, INCCREEKSoffitsAs TECHNICAL. SERVICES, L6LC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Ranels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 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 Ranels 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. lZisau L 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'b Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 10p 'l . R J. 11 E Ns* No 74021 CC 13 STATE OF 41J 44J• OR\ 1t11ON Al11t0% 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 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location Location --Location Location c. 16" Q4 Soffit —16-inch o.c. Fastener Location Fastener Location 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. JCREEKTECHNICALSERVICES. i_LC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location f- Fastener Fastener Location ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang vvith 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 0.072-inch dia. x min. 3/16- 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail 40.0 24-inch 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 114-inch One (1) min. 1 3/4-inch long x 12F 3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wail 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) in. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/ crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. pacespaced 8 inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 53.3 12 inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max, Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12 inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail vAth min. 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail 25.6 inch o.c. o.c. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 1617-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- t43.3 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. 072-inch Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced 4-inch 0 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 t43.3 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 W 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 evaivation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is 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 Nominal 1x2 crown x 1 -inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0,072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 80/-90 diamond pattern inch x 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. 114-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 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter c. 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga, 1/4- One (1) min. 1.75-inch x Max One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1 inch 0.072-inch diameter 80/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail With min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width 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 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 2417-5 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is 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 Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 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 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. '/<- One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12anch min. 2.25- staples in diamond batten or two (2) Wood le g staple spaced finishing nail with min. 60 inch x 7d ringin pattern spaced 16 min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c, ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing inch x 7d ring shank the nailer of eachNominal1x2 No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga. °/<- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 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. 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. TFzw t%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 & 12 F-3 ASCIA SLIP BOARD F ASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) FASCIA LIP 1 /4" STAPLE SOFFIT TO FASCIA BOARD? #T50 3/8" X 3/8" STAPLE 16" O.C. 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. CREEKtl TECHNICAL SERVICES, LLC System No. I 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 1-3/4- TRIM NAIL PAINTED S.S. 48' O;C. ALUMINUM COILS, INC Soffits Appendix B SOFFIT STAPLE OPEN RAFTER STAPLES k j -1 'DIAMOND PATTERN L 3/ir M Q ETAI L METWSTAPLES FACIA BOARD r ------ In 3/4- X 1/4- CROWN STAPLE -8' ON CENTER SOFFIT—inax. 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 DETAIL ALC15001.3 FL12194-R6 Page 2 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, of other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 12J-1 OPEN RAFTER 3/4- X 1/4- CROWN STAPLE _24- ON CENTER USING A DIAMOND PATTERN ALUMINUM COILS, INC Soffits Appendix B 3/V KWU" SOFFIT STAPLE DIAMOND PATTERN FACIA BOARD -31W KTWE" I ITETAIL ITAPLES ASCIA CAP 3/4- X 1/4- CROWN STAPLE '8" ON CENTER 1-3/4' TRIM NAIL J-CK4t4NEL 1-3/4' TRIM NUMLA PAINTED S.S. ccr-a-ed t _o z7 f f'' olle x PAINTED S.S. 48* acli- 2 /8 head D.C. ocr-W, 12-4-nc"" Span SOFFIT W-1110-um FASCIA CAP 3/4- X 1/4- CROWN STAPLE 5QFFIT & FASCIA QETAIL ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I !- TRIM NAIL FASCIA BOARD PAINTEO FASCIA CAP SCff;T CROWN STAPLE OPEN RAFTER 16F-1 l SOFFIT & FASCIA 16F-5 CETAILF-FASCIA CAP; REFER TO SOFFIT & FASCIA BET AFL CMANNEL:: SOFFIT, MAX. 16' SPAN SUBSTRATE Ij ALC 15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC System No. I Installation Detail FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 I I I I I ""F" CHANNEL FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. 1 —q11— q . 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 31W XTWE" SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN CROWN STAPLES IDETAIL USING A DIAMOND STAPLES PATTERN FACIA BOARD FASCIA CAP 161F-4 3/4- X 1/4- CROWN 8' 1-3/4' TRIM NAILNAIL FACIA BOARD 1-3/4- TRIM NAIL) STAPLE ON CENTER PAINTED S.S. F' CHANNEL CAN BE INSTALLED WITH THE PAINTED S.S. 48" CIA CAP NAILING FLANGE UP OR O.C. 17A-5 3/ X 1/4- DOWN FCR N STAPLE SOFFIT— max, 16 -linch span SOFFIT rWOOD SUBSTRATESOFFIT FASCIA DETAIL ALC15001. 3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail TRIM NAIL FASCIA BOARD PAINTEU S.S. FASCIA CAP SOFFIT CROWN STAPLE OPEN RAFTER 33 FASCIA BOARD V- CROWN STAPLES SOFFIT & FASCIA USA A DIAMOND PATTERN; REFER TO DETAIL 16F-2 & SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP, REFER TO SOFFIT & FASCIA MAN ---------- DETAIL IEL N318 SOFFIT, MAX 16- SPAN WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001. 3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 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, 16J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4- TRIM NAIL PAINTED S,S, 48* O'C' SOFFflr—max - 1 span ALUMINUM COILS, INC Soffits Appendix B SOFFIT STAPLE STAPLES i u DIAMOND PATTERN DETAIL FACIA BOARD 3/ir BETWEEN) - STAPLES ASCIA CAP 3/4 . X 1/4- CROWN STAPLE "B" ON CENTER 1-3/4" TRIM NAIL PAINTED S.S. FACIA BOARD FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC150013 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J- TRIM NAIL FASCIA BOARD PAINTED S.S. rxj- CROWN ",,-FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN, REFER TO i A 1-4- CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN Offal I TRIM N5s, AI FASCIA BOARD SOFFIT FASCIA DETAIL 24F-1 & PAINTED 24F-4 I".1- CROWN STAPLE FASCIA CAP; REFER To SOFFIT & FASCIA DETAIL komnal I'xz" SYP BSOFFIT; MAX 24' kt. Amhoreo to F- CHANNEL Rafters .4h oot Id Ring Shank Nail at every Rafter WOOD SUBSTRATE - SOFFIT STAPLE DIAMOND PATTERN ALC15001. 3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, CREEK TECHNICAL SERVICES. ILLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 11' TRIM NA"' FASCIA BOARD PAINTED S.S. 1- - SMOOTH SHANK i—FASCIA CAP ROOF NAILS I TTT SOFFIT j t !. I-,q- CROWN STAPLE 1 TRIM MAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA DETAIL24F-2 & 24F-5 1-.1- CROWN STAPLE -lj--,—fASCIA CAP, REFER TO SOFFIT X FASCIA DETAIL Nominal 1'.2, SYP Batten AnViveo to SOFFIT; MAX. 24" f-CHANNEL h I Rafters .'th one 7d Ring Shank Mail at every Rafter WOOD SUBSTRATE— ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 I I- TRIM NAIL i FASCIA BOARD SS 14GA T-NAILS SOFFIT FASCIA CAP 1-.1' CROWN STAPLE SOFFIT I "'M DETAIL FASCIA BOARD PA NTEDED S S. SOFFIT & FASCIA 24F-3 & 1 i 24F-6 Nj1-4 CROWN STAPLE FASCIA CAP. REFER 10 SOFFIT S FASCIA OCTAT SYP Batten Anchored to SOFFIT; MAX, 24- F-CHARNEL Rafters .0 one Id R'P9 Sl34 NZI at every Rafter MASONRY ALC 15001. 3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 FASCIA BOARDITRMHAP PANTED " S,S FASCIA (AP STAPLES USING A OIAMO 0 SOFFIT 1-4- CROWN ip, TO I-q- CROWN STAPLEPATTERN, REF CANTUVERED SOFFIT STAPLE RAFTER DEAMORO PATTERN DETAIL FASCIA BOARD SOFFIT R FASCIA I TRIM NAIL PANTED S.S.DETAIL 24J-1 & 1-xj- CROWN STAPLE 24J-2 FASCIA CAP, REFER I TO SOFFIT & FASCIA CjTAJL Ij Nmine3 I" x 2" SYP ballets., aft ns scabbed bet a,d SOFFIT; MAX. 24' 3/6" CHANNEL Wcurel .40 0" 1) 7'1" srlanh nat Infougn me 'after mfo I eni WODO SUBSTRATE ------- of the batten c,r two (2) 7d ring shank nw s toe s de et V. tlatl.111 at It* tatlem"raller mte l' S OFFIT 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, of other product attributes that are not specifically addressed herein. l[ECHm|CxL SEnv|CES,LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix The following tables provide design wind loads for components and cladding ioaccordance with Section 1009 of the FBCand ASCE7-1Uunder the following provisions: 1 Wind speeds for risk category 1, 11, 111, and IV buildings shall be as defined in Section 1609 of the FBC. 2 Exposure [ iC.and Dshall beaadefined insection 1609o[the F8C. 8. Design wind loads are provided only for walls/soffits with u mean roof height less than orequal to6D-ft. 4 All calculations are based onaoeffective wind area of104 orless. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. G. Wind directionality factor, K*=085 7 V.1t is shown in the tables below, Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3oftheFBC O Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 8. Zones 4and 5shall bedefined aoshown 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 4Y6of the least horizontal dimension or8'ft. FL12194-R6 Page 1 of This evaluation report mprovided for State of Florida product approval under Rulen1o20-3. The manufacturer shall notify CREEK Technical Services.LLC ofany product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other CREEK TECHNICAL SERVICES, L-L.0 ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffitsin Exposure B Building Ye' zone Mean Roof Height ft 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 4Z2 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 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 24A 28.3 32.5 37.0 41.7 46.8 52.1 5T8 30 20.8 24A 28.3 32.5 37.0 41.7 46.8 52.1 5T8 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 1 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 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 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. f .. CREEK TECHNICAL SERVICES. L-L.0 ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean Roof Height ft 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 Enclosed 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 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 60 33.6 39A 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 Enclosed 4 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) 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 5 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean Roof Height (ft) 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 3&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 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 5 40 36.2 -42.5 493 56,6 64.4 -72.7 -81.5 -90.9 100.7 50 37.7 A4.3 51.4 58.9 671 -75.7 -84.9 -94.6 104.8 60 38.9 A5.7 53.0 60.8 69.2 -781 -87.6 -97.6 108.1 20 16.7 19.5 22.7 26.0 29.6 33A 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 4 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 1 17.3 20.3 23.5 27.0 30.7 34.7 38.9 413 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 L L- 60 20.2 23.7 27,5 31,6 35.9 40.5 45,4 50.6 56.1 ALC 15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC 3/8" F-Channel 3/8" 3/8" J-Channel 3/4" — 8" HEM 1 5 1 / 8" 3/4" 3/8" ISOMETRIC VIEW 3/8" PROFILE ISOMETRIC VIEW 318" PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. c,. Fascia 5 3/4" 1/8" HEM b"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is 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 18' BLANK 3 / 8 PROFILE 31 11 P j ILE11111" I w. ALUMINUM COILS, INC Soffits Appendix D ALC 15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC 12" T4 Soffit 3 1/8" 3W1 7/81, 1 3 1/8" 1 7/81, 3 1/8" 112" 112" 1/2" 1/ 2'"' 112" 11 /r /81, 1/8_ 3/8" ALUMINUM COILS, INC Soffits Appendix D 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. TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturing Quality Assurance ALUMINUM COILS, INC. 5001VVes Knox Street Tampa, FL33O34 813)249-9743 Tampa, FL er/ificotoo/Authorization No, 29824 l752UEdinburgh D/ Tampa, FL33847 813) 40-3421 FLORIDA Bu/umwoCODE 6 THEDITION (2U17) PR|Conmtruction Materials Technologies (QUA9110) sxuedSeptember t20Y7 Category: Panel Walls Subcategory: Soffits Code Sections: 1404.51. 170810 Properties: Wind Resistance REpcnEmoEo Entity Report No, Standard Year Cumnwu Testing Laun,monex( rST,s7r) CrLx 18«nm AAmx 1*02 unno Certified Testing Laboratories (T3r1on) crLA 2076m A«mA 1*02 0000 pm Construction Materials Technologies ( TSTnnro) Amx'onn'oz-o/ x^mA 1402 cmve pn|Construction Materials Technologies ( TnTsom) xox'nuo-nz'oz AAwA 1402 zone L/M/rxrmwo 1 This report ianot for use inthe MVMZ. 2 Design wind loads shall bodetermined inaccordance with FDC Section 1009 3Soffits shall belabeled inaccordance with FBCSection 17O810 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 F8Ccompliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements o[FBCsection 12032. O, Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data ohuU 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 |ioVad in this report shall bemanufactured under aquality assurance program mcompliance with Rule 61Q2U-3, of CREEKALuw|wUM COILS, INC Soffits PRODUCT DESCRIPTIONS 3/8^F-Chonne| Preformed nominal OO1O-ioohthick, 8105M44aluminum F-channel, See Appendix Dfor dimension drawings. 3/8" J-Chunne| Preformed nominal O015,nohthick, 3105M-14aluminum J«hunne|. See Appendix Dfor dimension drawings. Fascia Preformed nominal 0O1g- inohthick, 3105M'14aluminum fascia. See Appendix Dfor dimension drawings. 16"Q4Soffit Preformed nominal 0O185-inuhthick, 31O5M'14aluminum soffit 9aneapm dedin 1O- muh sections. The reported net free ventilation areas are 22.3 in^0inftfor the 'full vent' configuration and 11.1 inuxinMand for the 'center vent' configuration. See Appendix Dfor dimension drawings. 1%"T4Soffit Preformed nominal OO155-inchthick, 31O5M'14aluminum soffit R anels providedin 12- inoh sections. The reported net free ventilation areas are 12.5 in/|in.ft for the '*u|{ vent' configuration and 42 in'3in.ft for the 'center vent' configuration. See Appendix D for dimension drawings, A Z"'EVmmU-41 This evaluation report isprovided for State mFlorida product approval vnue *mles1Gro-3. The manufacturer shall notify CREEK Technical Services, LLo*any product changes quality assurance changes for whichthis report /ovalid, This evaluation report does not express nor imply warranty, mumnmm". recommended use, ", 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, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. V R 10. .0 E N No 74021 STATE OF 4U 411 0 R ell, ONAO—_% CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation, Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (8 pages) 2) APPENDIX B —Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC 15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. f; :J 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 (MDF) 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 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Location ALC15001.3 FL12194-R6 Page 1 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. TECHNICAL SERVICES, 1_LC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location I — Fastener Fastener Location 11, 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 psi) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 3/16- 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail 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 pastern 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 8-inch o.c. 0.072-inch dia. x min. 1/4-inch 48 16 inch spaced 8-inch o.c. and securing each panel lap head dia trip nail spaced 48- 64.2 inch o.c. ALC15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61C20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. f. CREEK TECHNICAL SERVICES, LL.0 ALUMINUM COILS, INC Soffits E• Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pst) 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. 114-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 psfl 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- t53.312-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. 114-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 1617-2 12 inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and 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 16F-3 16-inch Wood 1.25-inch embedment spaced 24 Wood crown staple spaced 16-inch x 0072 inch diax min 3/ 16-inch head dia. trim nail 25. 6 inch o.c. O.C. spaced 36-inch o.c. Three ( 3) min. 314-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. H- 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 F-Channel Fascia CapNo. Width psf) Substrate Attachment Substrate Panel Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-5 Max. MasonryMason One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 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. Three (3) 18 ga. 1/4-inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-6 Max. Wood inch leg staples in diamond pattern Wood 1-inch leg staple spaced 4-inch o.c. and securing each panel finishing nail with min. 3/16- g 43.3 16-inch spaced 16-inch o.c. lapp head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP J-Channel Fascia Cap No. Width Psti Substrate Attachment Substrate Panel Attachment Attachment One (1) min. 1 3/4-inch Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch long x 0.072-inch 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is 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. L.L.0 ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1J4- 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 lstaple spaced 8- legfinishing nail with min. 80/-90 diamond pattern inch x 7d ring inchOne ( 1) min. 1.75-inch i 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 ( O1181/4- ga. ) 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 3J16-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.114-inch crown x 1- inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-3 12 inch Masonry inch long T nail rafter with one Wood leg staple spaced $ 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. 3J16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o. c. ALC15001.3 FL12194- R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width PsiSubstrateF-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 Three (3) 18 ga.1/4- No.2 SYP nailer of each female lock or spaced One (1) 18 ga. 114- One (1) min. 1.75-inch x inch crown x 1 -inch anchored to 16-inch o.c. securing inch crown x 1 -inch 0.072-inch diameter 24F-4 Max. Wood leg staples in rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min, 80/-60 16-inch diamond pattern 1) min. 2.25- inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. inch x 7d ring shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1 -inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1 -inch 0.072-inch diameter 24F-5 Max. Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 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 I 4-inch o.c. ALC 15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pst Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1 -inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1 -inch 0,072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c, and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min, 3/16-inch head spaced 4-inch o.c. ALC 15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width Ps1 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. 60 12- inch 1) 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 inch 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 finishing 24-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 No. 2 SYP Three (3) 18 nail straight -nailed female lock or One ( 1) 18 ga. anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One ( 1) min. 1.75-inch Max. rafter with one x 1 -inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J- 2 16- inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8- inch o.c. and finishing nail with min, 53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d ring shank nails toe- One (1) min. 1,75- securing each panel 3/ 16-inch head spaced 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. I I I I I I 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. ALUMINUM COILS, INCCREEKSoffitsaTECHNICALSERVICES, ILLC Appendix B INSTALLATION Note -Refer to the APPRovEDSYsTEms section of this report for additional installation details of a selected system and maximum design pressures limitations, System No. I Installation Detail FASCIA SLIP BOARD FASCIA TRIM 12F-1 SOFFIT (OVERHANG WIDTH VARIES) 12F-3 CHANNEL 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 50._Fj & 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 I 3/V KTVTrM SOFFIT STAPLE OPEN RAFTER 1 1 3/4* X 1/4' DIAMOND PATTERN CROWN STAPLES USING A DIAMOND DETAIL 3/ir KTVEEN I PATTERN FACIA BOARD FASCIA CAP 12F-2 1/4' X 1/4' CROWN 1-3/4' TRIM NAIL FACIA BOAR 1-3/4' TRIM NAILSTAPLE "8' ON CENTER PAINTED S.S. F' CHANNEL CAN BE PAINTED SS. 48' —FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR DOWN CROWN STAPLE WOOD SOFM— SOFFIT SUBSTRATE SOFFIT & FASCIAFDETAIL 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 SERVIcE:s, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER 3/W XTVE" SOFFIT STAPLE IST DIAMOND PATTERN DETAILJU1FACIABOARD3/r SETWMSTOLES 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 HIM Ti-CHANNEL 3/4" X 1/4' CROWN 8' 1-3/4" TRIM NAIL FACIA BOARD 1-3/4- TRIM NAIL STAPLE ON CENTER PAINTED S,S, C ) S.S.SS I; #Sax PAINTED S.S. 48' CIA CAP 318" he d O.C. di -meter -,7 rpw, 3/4- X 1/4- CROWN STAPLE SOFFIT—T,,kix. 12 - inch Span SOFFIT WOOD OR BLOCK 5OFFIT & FASCIA SUBSTRATE DETAIL ALC 15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I' TRM MAIL ---- FASCIA BOARD PAINTED t, FASCIA CAP SOFFIT I' CROWN STAPLE OPEN RAFTER aL FASCIA BOARD 16F-1 i SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP, REFER To SOFFIT L FASCIA Of TALL F" NANNEL is SOFW, MAX, 16' SPAN MA DNRY SUBS,RATE ALC 15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation. recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES., LLC ALUMINUM COILS. INC Soffits Appendix B System No. Installation Detail FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL STAPLE SOFFIT TO FASCIA BOARD #T50 I V-z1flJ4 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4"/T PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. System No. I Installation Detail item 3/4' X 1/4' "-, CROWN STAPLES USING A DIAMOND PATTERN I F* CHANNEL CAN BE INSTALLED WITH THE NAILING FLANGE UP OR DOWN 11-3/4' TRIM NAIL PAINTED S.S. 48* D.C. ALUMINUM COILS, INC Soffits Appendix B SOFFIT STAPLE31WXTVEEN OPENRAFTM DIAMOND._ PATTERN DETAIL 1T FACIA BOARD _.... 3APUZ M 3/4- X 1/4- CROWN STAPLE W ON CENTER sofm_max, _16-±nch ,Dan 1-3/4' TRIM NAIL PAINTED S.S. FACIA BOARD FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT_& FASCIA DETAIL ALC 15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail TR#M NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT i- CROWN STAPLE OPEN RAFTER FASCIA BOARD I-Xj- CROWN — STAPLES i SOFFIT & FASCIA IJSMG A DIAMOND PATTERN; REFER TO DETAIL 16F-2 & SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL F' CHANNEL ------ 3/81, SOFFIT; MAX, 16' SPAN WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 16J-1 CREEK TECHNICAL SERVICES. ILLC No. I Installation Detail 3/4- X 1/** CROWN STAPLE *24' ON CENTER USING A DIAMOND PATTERN RMEM RINAZWpig 1-3/4- TRIM NAJLJ PAINTED S.S. 48' 0.c' SOFFIT -max. 16-inch span ALUMINUM COILS, INC Soffits Appendix B SOFFIT STAPLE STNLES DIAMOND PATTERN FACIABOARD j Lars 'DETAIL r ------ In FASCIA CAP N i 3/4" X 1/4- CROWN STAPLE -8- ON CENTER 1-3/4* TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA Q ETAI L ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, of other product attributes that are not specifically addressed herein. ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I JTRIM NAIL FASCIA BOARD PAINTED S S T-. 4' CROWN FASCIA CAP STAPLES SOFFIT SOFFIT USM6 A DIAMOND i PATTERN, REFER TO 1-.J' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DE I AfL 1 TRIM NAIL FASCIA BOARD PAVITEO SS SOFFIT 8, FASCIA DETAIL 24F- 1 & 2417- 4 1'.1' CROWN STAPLE STAPLE-1 11 FASCIA CAP; REFER TO SOFFIT Z FASCIA OETAk ga". SOFFIT, MAX 24' 3181 1 F-CHANNEI, Rafters ith one 7d Shank Na31 at WOOD SUBSTRATE-4-- etvy 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 41IJ- TRIM NAIL FASCIA BOARD PAINTED S S 1,,,—FASCIA CAP ROOF NAILS 1A 100TH SMANX 1-.1- CROWN STAPLE I I,' TRIM NAIL # fAS(IA BOARD PAINTED S.S, SOFFIT & FASCIA 24F-2 & DETAIL 2417-5 I-d- CROWN STAPLE FASCIA CAP, REFER TO SOFFIT X FASCIA DETAIL Nmitai 1-.2, SYP Batten An0—ed to SOFFIT. MAX 24' F-ftlk",EL ----4 Rafters .itt or* 7d Rv,9`Sb4Ak N&A at WO^A SUBSTRATE — ALC 15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, of other product attributes that are not specifically addressed herein. ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I- TRIM NAIL Fj- FASCIA BOARD PAIN S.S. 14GA T-NAls FASCIA CAP SOFFIT 1-4- CROWN STAPLE I TRWI NAIL FASCIA BOARD SOFFIT & FASCIA OETAIL 24F-3 & 24F-6 Ni Jrq' CROWN STAPLE FASCIA CAP; REFER To SOFFIT I FASCIA DETAIL Rom," J'x2' SYP Batten Anchored to SOFFIT, MAX 24 F-CHANNEL Ratters R ng with one Id hank Nail at every Rafter nASDNRY ALC 15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3- The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I i- TRIM NAIL FASCIA BOARD PAINTfe S.S. 1-xj- CROWN FASCIA CAP STAPLES SOFFIT VSIWb A DIAMOND CROWN 57PATTERN; REFER 70 1 x.1 STAPLECANTiLEVERED SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAt FASCIA BOARD SOFFIT & FASCIA R"M NAIL PANTED S,S, DETAIL 24J-1 & 1-x;` CROWN STAPLE 24J-2 - FASCIA CAP, REFER TO SOFFIT b FASCIA OETAIL I' , 2- SYP battens se teee" raters ar'd SOFFIT, MAX, 24, 3-CHANNEL secured one (1, 7d ng mrou9p, me 'atermta me eno WOOD SUBSTRA I E e me ta"en or Iwo (2) 7C e"VIV we 0' It* Datte"I at Me tazleR ralw 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. TECHNICAL SERVICES. LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soff its Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the F8Cand ASCE7-10under the following pmvisions 1. Wind speeds for risk category 1, 11, 111, and IV buildings shall be as defined in Section 1609 of thoFBC. 2 Exposure B.C.and Dshall beosdefined insection 18OSofthe F8C. 3 Design wind loads are provided only for walls/soffits with mean roof height less than orequal 0oO0-fL 4 All calculations are based nnaneffective wind area of1O_ft2orless. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 8. Wind directionality factor, Ku=O05 7 Vt,, iyshown inthe tables below, Design pressures are multiplied UyO.0maccordance with Section 18OS13of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. S. Zones 4and 5shall bedefined aoshown 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. mLCFI-2194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report iovalid, This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein H. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean Roof120Heightft) Basic Wind Speed mph) 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 25 16.9 -19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 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 20 20.8 -24A 28.3 32.5 37.0 41.7 46.8 52.1 57.8 Loads) 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 5T8 5 40 1 -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 42.8 483 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 40 117 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 1TO 19.5 22,2 25.1 28,1 31.3 34.7 Enclosed 60 13.1 15.4 17.8 20.5 233 26.3 29.5 32.9 36.4 Positive 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 Loads) 25 10,8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 127 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 26A 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28A 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. a CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean Roof Height (ft Basic Wind Speed h i20 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 30 23.6 -27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 4 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) 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 5 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 I -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 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 Enclosed 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 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 5 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 1 22.9 26.3 29.9 33.7 37,8 42.1 46.7 60 1 17.4 20.5 1 23.7 2T2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean Roof120Heightft) Basic Wind Speed rnph) 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 i -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 20 32.1 -37.7 43.7 -50.1 57.0 64.4 72.2 80.4 89.1 Loads) 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 5 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 1 19,5 22.7 26.0 29,6 33,4 37.5 41.7 463 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 4 40 18,8 22.1 25,6 29.4 33,4 37.8 42.3 47.2 52.2 Enclosed 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 20 16.7 19.5 22,7 26.0 29.6 33.4 37.5 41.7 463 Loads) 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 5 301 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 29.4 314 37,8 423 47.2 52.2 50 19.6 23.0 26.7 30,6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31,6 35,9 40.5 45.4 50.6 56.1 ALC 15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" J-Channel 3 / 4 " -- 1/8" HEM 3/ 4" 3/8' ISOMETRIC VIEW 3/8' PRGFJ1-E iSOMETRIC VIEW 3/8" PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES. LLC 3/4" 7/8" 1/8" HEM IF 1/4" 7 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits 93-m-s i ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC 16" 04 Soffit 18" BLANK 3 / 8 PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC 15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TF-cHNiCAL SERVICES. LLC 12" T4 Soffit 3 1/8" 31 7/8- 1 3 11/8" 1 7/8" 1 3 1/8' 1/2' 1/2" 1/2" 112" 13.75" BLANK 3/8" PROFILE END OF REPORT ALUMINUM COILS, INC Soffits Appendix D ALC 150013 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. I 1/2/2018 Florida Building Code Online 6CIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff 6CIS Site Map Links Sear Product Approval USER: Public User Produ,[.Aooroval Menu d,b'rP RrQqUc r i (- > Apqji(r > Application Detail FL # FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method CertainTeed Corporation - Roofing 20 Moores Road Malvern, PA 19355 610) 893-5400 mark.d.harner@saint-gobain.com Mark Harner mark.d.harner@saint-gobain.con) Mark D. Harrier 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark.D.Harner@saint-gobain.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 FL5444-?j2—CPI—ZQI7 91--QQL Ni g ingnp _ _ _df 51andatd ASTM D3161 ASTM D3462 ASTM D7158 Year 2016 2010 2011 Product Approval Method Method 1 Option D file:///C:/Users/ERappold/Desktop/2017`/`20PRODUCT%20APPROVAL/Florida`/`2OBuilding%2OCode%200nline.htmi 1/2 1/2/2018 Florida Building Code Online Date Submitted 09/07/2017 Date Validated 09/12/2017 Date Pending FBC Approval 09/15/2017 Date Approved 12/12/2017 5444.1 CertainTeed Asphalt Roof Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes 5bjNaLEa FL5444-RLZ pclf Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports aulNaLU_R5'_,pdf Created by Independent Third Party: Yes Contact Us :;2_6_U Blair Stone Road. Td&bA5599fLj2M Phone: _a59-_4aZ- 1824 The State of Florida is an AA1EEO employer. Aibiliment i 7-1 f F ri :: ccessty State _Q aLivamn _ 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 adch if they have one. The ennails 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 licem under Chapter 455, F.S., please click bgL_. Product Approval Accepts: M EJ ON FEE, IM Credit Card Safe file: IIIC: lUsersIERappoldIDesktopl2Ol7%20PRODUCT%20APPROVALIFlorida%2OBuilding%2OCode%200nline.htmI 2/2 ERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610) 651-5847 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.05-1113 FL5444-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`h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD 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: z Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Niernmen, P.E. on 09/05/2017, This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity) ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity l ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. JTY ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code and 6 1h 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, R90S.2.4 Physical Properties ASTM D3462 2010 1507,23A, R905.2.6A Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: gni!iy Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 IOCA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 UL LLC (TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp.03/09/2020 Exterior Research and Design, LLC, Evaluation Report 3532,09.05-1113 Certificate of Authorization #9503 6"' EDIT -ION (2017) FEIC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; 610) 651-5847 Revision 13:09/05/2017 Page 2 of 12 r TRINITY 4. PRODUCT DESCRIPTION: 4.1 CT201-.KTI- 25,xT"30and &l"" 3U|Rare fiberglass reinforced, 3-tvbasphalt roof shingles. 4.2 Arcadia', Be|mont", Bdmont° |P\ Carriage House ShannleO. Grand Manor 5hangleo' Landmark', Landmork= |R' Laudma, k Pro' Landmark" Premium' Landmark'" TL, LandmarkT" So|aris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 43 Nu,thGate= isafiberQ|ao,einb/ced'|aminated'S8Smodifiedbitumenroof shingle. 4.4 Presidential Shake~' Presidential Shake'" \R. Presidential Shake TL"' and Presidential Su|a,is= are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Matte, as°^'Highland 8ate=and Highland S|ute'"|Rare fiberglass reinforced, 4'mbasphalt roof shingles. 4.6 Patriot" is a Aben8|ao reinforced asphalt roof strip -shingle (with no cut-outs) providing o laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4./ Presidential Accessory, Accessory for * aue,os.Sha"0|a Ridge`"' Shadow/ Ridge"~' Cedar Crest', Cedar Crest" |R. No,tbGate Ridge and NurthGateAccessory 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. L|xxnxrmms: 5.1 This is a building code evaluation. Neither Trini,y|EKD no/ Robert Nieminen' P.E. are, in any way, the Designer ofRecord for any project on which this Evaluation Report, orprevious versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report isnot for use within F8[HVHZjurisdictions. 53 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings u(this product. 5. 4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with F8CTables 1507.7.1 and R905.26.1 toASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones uptoV,ld = 150 mph (V^ = 194 mph). Refer to Section 6fur installation requirements to meet this wind rating, 5.4] Presidential Accessory, Accessory for Hatteras, ShanNe Ridge, Shadow Ridge, Cedar Crest, North6ate Ridge and NurthGateAccessory hip & ridge shingles have been evaluated in accordance with ASTK8 D3161,Oass F. All except NortbGate Ridge and NurthGateAccessory require use mfBASF Sonn|astic mP I adhesive or Henkel PLO Polyurethane Roof& Flashing Sealant, applied as specified in manufacturer' s application instructions, for use inwind zones uptnV=^=l5Omph (V,,^=194mph). 5.4] 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 toeach shingle. 5.4].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 hone (F,) at a maximum design wind speed of V,m = 150 mph ( V,,^ = 194 mph) for residential buildings located in Exposure Dconditions with nutopographical variations (flat terrain) having mean roof height less than n,equal to6Vfeet. The shingles are permissible under Code for installation inthese conditions using the installation procedures detailed in this Evaluation Report and [ertainTeed minimum equirenoents, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Esterior Research and Design, LLC Evaluation Report 09,05«13 a"v^"te*^"w"riz" mnx95o o"'EDITION (zoo)pmcmom'xvxzEVALUATION po4*4-xI2 certvinreeuAsphalt Roof y`inm`,; (610)e51-58*/ Revision o.uy/m5/u zr Page 3mu N 6. INSTALLATION: 6.1 6.1.1 6.2 6.2.1 6.2.2 6.3 64 TRINITY ERD Roof deck, slope onderlayment and fasteners shall comply with F8C 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. Undedayment shall be acceptable to CertuinTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3' per FBC Sections 1507.2.3^ 1507.2.4 or n9V5.2.3. Installation of asphalt shingles shall uurnp|y with the CertainTeed Corporation current published instructions, using minimum four <4> nails per shingle in accordance with FBC 1507.2.7 orSection R905.2.6 and the minimum requirements herein. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6nrR905.2.5. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth inF8C Section 1511orR90Dand CertainTeedpublished installation instructions. r c Cm g"re/ 1-zi:mwta4ih nmwo*ait) xmkemm,m"mes STEEP SLOPE Use four omlsmid six spoLsmmpitmmof[a:cement* for every full umwuFigure //'*.em*u.roofing , nxm/meeting ASruu46% I pe 11 is, Suggested. Rooting Gem Figure//4 1 ' sefomr 1141Sand six qvt qfxptlaftmultnOil Stopu)pes. oamom swu~uwu'owm nmn nmcmm/ m mmmter. Cut Shingles 6.411 For ASTM D3161, Class F performance use BASF "Sonolastic' N PJT" " adhesive or Henkel "PLO Polyurethane Roof QFlashing Sealant"'inaccordance with [ertainTeed requirements. cm,amResearch and Design, uc Evaluation Report 32.09.05-na Certificate of^"*"riz"mm^mv s'"EDITION (zoo) pucNON yvxzEVALUATION rL5444-mo CertaumedAsphalt Roof Shingles; (6m)651-584r xmmono:n9/m/ 20o Page omsx 6.5 6.5,1 TRNNITY|ERD LOW AND STANDARD SLOPE STEEP SLOPE t`oxrialk*umm*o(saa phzdi"llfin", cement for own, um h.wi,rsamw^«^`/mpkasphalt roofing n,mo r(smw) mc( I"'c.x"u":/,%/`,o"|,n"m"xmnnxm°u"rxnxo-6x0 Fire// msix ma"nd/ou,*" 'Al,,s1,11,11t Hip & Ridge for Arcadia": Cedar Crest'm, Cedar Crest" IR Use two ( 2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum v-inchembedment into the deck, orfull penetration through the deck. For each full Cedar Crest shingle, place fasteners 8'5/ 8-inch up from its exposed butt edge and 1'inchfrom each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic' NPI"" adhesive or Henkel "PLO Polyurethane Roof &Flashing Sea|unt^' inaccordance with [ertainTeedrequirements, tohand-seal Cedar Crest shingles. Apply NP I or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inchalong the sides ofthe head|apalong aline %tol-inchfrom each side of the shingle's headlap, Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. Tosecure the other side, apply a1'inchdiameter spot ofNPlo, PLadhesive between the shingle layers. Exterior Research and Design, uc Evaluation Report 3532.eu5-R13 Certificate of^"m" rizv*m*95m 6"EDITION (mo)racmom*vpzpvAMxnom pa444-nzZ ue*^mneuAsphalt Roof Shingles; (om)os1'am/ Revision z3:oy/ 5/2017 Page 5o,u It 6.6 Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle located as shown below TRINITY ERD Steep Slope (greater than 21:12): Use SEVEN nails and FIGHT spots of asphalt roofing centent— for every full BeIr-nont shingle. Apply asphalt roofing, cement I" {25rnin) from edge of shingle. See, below Asphalt roofing cernent meeting ASTIR D4586 Type 11 is suggested. 6.6.1 Hip & Ridge for BelmontO or Belmont" IR: 6.6.1,1 Option 1: For BelmontO, refer to instructions herein for Cedar Crest" or Cedar Crest" IR hip and ridge shingles. For BelmontO IR, refer to instructions herein for Cedar Crest'" IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont': ShangleO Ridge Fikltire 17-18- Sbangle' Ridge 18° Exposure Remove tape from the right side 8* and fasten SECOND Fasten theme,,1Z left side 85/8, RIGHT FIRST LEFT on hips and 64,es. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastico NP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 G"' EDMON (2017) FBC NON-HVHZ EVALUATION FL5444-RIZ CertainTeed Asphalt Roof Shingles; (610) 651-5947 Revision 13:09/OS/2017 Page 6 of 12 TRINITY ERD 6.7 CARRIAGE HOUSE SHANGLEO AND GRAND MANOR SHANGLEO: LOW AND STEEP SLOPE STANDARD SLOPE I se live nails for(till Shall'*. r r T ?<t mrc Figure 17- t five firr natty lin even full C,`rarrrl l<urorSGcargtr. i ru'r kige tlnatvrr shangle_ or ekrzlennur/ dirt<<. I w seven nails and three spots of asphah roofing cement for evcrp hull Grand Manor Shangle. Ilse five nails and three ,Itots cif asphalt roofing cencnl for every full Garnage Ilonse 1"h3ltglc and Ccutenoial Shoe. Apply aspltalt roofing ceatent I" (2i nun) front edge of shingle Figure L7- i)_ Asphalt roofing wment ntcenng .vsrm 11 1 ihtr Rlw 11 is m rr t 5'nmj A_ t. S m t ----_- --Rooting Cement- - - Figtur 1'-i; (Lbela Metalling t trrnrl.Nannr Ckanghts vn stec'l'sfrr[.rs. ae xuren natty ruhf tbrrtspats q(aapGalt rYrnfLrg <ent<^nt- 6. 7.1 Hip & Ridge for Carriage House Shangle" and Grand Manor Shangle: Refer to instructions herein for Shangle* Ridge hip and ridge shingles 6. 8 LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 12" 1 ( 25 mm) (Release laps47 Na lahie Area f LANDMARK TL NorthGate: I; 31/r 13' 13t/z 343 ( an)—- --.(330 mm) ,--(343 mm)--j 25Irm)-,- •- l Figure 1.3 4 Isefourrtads f<rrerorfi tl sGingle Y1D: t zltltiG 12' 14 14' 3() 5 rnmi • •-- f375 mm1 —.. . 13,15 m=m} a.I f "."\' 1-•- 1' i25 Tm) Ge: tff'e-+- lcher nail lr, Nailing areas for low and standard slop os ;ham 2:12 to 21 12j tsxl esn, en upper 4lrrrw Vert as stoo;r anon. Exterior Research and Design, LLC. Certificate of Authorization #9503 6"' EDITION (2017) FIX NON-HVH2 EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5947 Evaluation Report 3532.09.05-Ri3 FL5444- R12 Revision 13: 09/05/2017 Page 7 of 12 It STEEP SLOPE se % I six and (6to- spots of asphalt roofing cement for every full laminated aIlillgle' Svc below. Asphitll roofing cellieln Should Illect ks'I'M 13'686 1`je 11 'kilply I" spots of asphalt roofing Cement uIlde each Corner and It about I I" to 13" in from each edge. METRIC DIMENSIONS W ' -- ---- 14'i/t-- --- --- 3(b a 1) (36 Intri) f Release Tape 306m I n) 25 nun) Nail Aron --t- I of Steep 25 Mill) Q5 Rooting Cement I " flUn, LANDMARK TL NorthGate: STEEP 12" 14-3/4" SLOPE 1--(305 mrr,) (375 rn NA IL ING AREA t NailinN 1'(25 rrrr,,) betw na TRINITY ERD Figure 13--5: Use sir nails amllbursly)kv qf zliball rslope,. ng cemouonsteepslujx12" 305 IT 1'(25 mrn)—j I — Nailing areas for steep slopes (greater than 21:12) and "Storm- Nailirl Nail between lower 2 rail lines as shown above. 6.8. 1 Hip & Ridge for Landmark", Landmark TM IR, Landmark'" Pro, Landmark" Premium, Landmark'" TIL, landmark'""Solaris, Landmark'" Solaris IR, NorthGate: 6.8. 1.1 Option 1: Shadow Ridge T" or NothGate Accessory 12" 305mm) - - 6' - 6' 50MM) (150111113) Notch for Centering 12" 305111111) Notches for Alignilient to the Top Edge of the Previous 7 Cap for 5' (1251 nfn) Exposure (1 80n English Dimension Shadow Ridge - 9718 250mm) 125mm) ( 125mm) Notch for Centering 131/ 4' 3371nm) Notches for -Alignment to 7513- the Top Edge of the Previous (1961nnn) Cap for 55/8'(141mm) Exposure Metric Dimension Shadow Ridge — Exterior Research and Design, LLC. Evaluation Report 3532.09.0-1113 Certificate of Authorization #9S03 6"' EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-RI2 Certain'reed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/05/2017 Page 8 of 12 N TRINITY ERD 9 ?i`a2' a 1 13 1/8" 333 mrn) iii-i Gfi n,,vnq 1IC10, T 6 5118, *1 - 6 5/8" fi 1(168 rn ni) (168mm) 13 1 24' 337 n.,M) Align CenteringtiteNotch 7 54 13 1/4' i W 194 337 torn) Align these' P—mifs 7 notches to top (194 mm) edge of previous course. NorthGate Ridge NorthGate Accessory i 1 2' 1,) 3 Laying Notch Figure 1,3-20. Use lqying nokh!s to ceirk-T shangftR on &ps and rldge,s, and ki 4ocak, I/*, coinrvf axI)osti w 6.8.1.2 For ASTM D3161, Class F performance use BASF "SonolasticO NP11" adhesive or Henkel "PL11 Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, 6.8.1.3 QR ion 2: Refer to instructions herein for Cedar Crest—, Cedar Crest" IR hip and ridge shingles. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-RI3 Certificate OfAuthorization #9503 6"' EDITION (ZO17) F15C NON-HVH7 EVALUATION FL5444-RI2 CertainTeed Asphalt Roof Shingles; (610) 651-5947 Revision 13: 09/05/2017 Page 9 of 12 Z 6.9 LOW AND STANDARD SLOPE: For lour' and standard slopes, use live nails for each full Presideutiaal Shingle as shorn below. 40' ^---^--- •i 1116de Gees (1016 mm) 5 1 A I33 mm) 141/4" E_ II /T G18 mm) (362 min) I NOTEApply nails on painted guideline. Figure 16.6. Faskning ProwkI Ual and PYcNwkwhal ?T Sha7c, shingl^ an lrnv and .skin& r1 sGr/As. jJRINITYER STEEP SLOPE: For weep slope,", use nine nails for each full Presidential shingle and appty t" diaaur ter spots of asphalt roollng ceutent under each shingle tab. After applying > nails in between the nailing guide lines, aftply 4 nails t" above tab cutouts making certain tabs of overlying shingle corer n tits 1.. 1' diameter asphalt roolintl cemeut Fianna 16-7: Fasfiri ft Presitkuhal and 7,h,,5t ,wft t17/1 Skah, shmgA" v on ste<p Popov 6. 9.1 Hip & Ridge for Presidential Shake', Presidential Shaker" IR Presidential Shake TV", Presidential SolarisTM": 6. 9.1.1 Option , 1: Presidential Accessory PRESIDENTIAL ACCESSARY Presidentlat accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (ex 4)ose no more than ?" from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 1 -14" long or longer, so they penetrate either 314" into the deck or completely through the deck. Presideulh:d accessory comes in two different sizes: Accessory produced in Birmingham, AL is 12" x 12", Portland, OR produces 97/8" x '131/4" accessory. 6. 9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic"' NPir"°" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6. 9.1.3 C+ t ion.2: Refer to instructions herein for Cedar Crest"", Cedar Crest`" IR hip and ridge shingles. 6. 10 LOW, STANDARD AND STEEP SLOPE: I.. s.. d M1. 140, 5nm 1 931H" 1 i_ 800I1ng Cement au nu'71 i fegurr !)-t.1"fe' Xilatt r 41r Atria It"Johp" to, sterp s1111WI, kt- fie' n t6s and eigtu srxAl or UJI431i c'uofias; hgam I i j: fasRvuag f7etaerrrs Sfur{{lei+ "n "Itt I to, radf teen Iba"as sleiur,&-.es ,ctraai7 lretr art<f S't«uu(anl.Glajees (2im"o dmIneter stxA, of rcxAmg cvmcnl (ASTM It iiX61Vjv It rar lots' :uul st.utdmd alopes, « se 6w mtik for each fell su} sirdi wader r.reh ede enter lies' 41tmtc nuo Iel.te e; t!o na Ihtaeni, shingle as a6oscn'Ibme r twu crineen. CM TIQ\; Tao murk n*«(mg ecnenat ,:ut e.wse shingles «t 116,11VC Exterior Research and Design, t-LC. Evaluation Report 3532.09.05-R13 Certificate ofAathorieation a9503 6r" EDITION (2017) FSC NON-HVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 10 of 12 TRINITY ERD 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras Figure 15 - 14: 18 thrw-piei v units separate to inake 54 Hatteras A cresso ty sink"Iteu, 6.10.1.2 Option 2: Cut Hatteras Shingles 1 ' 7-23- 9' 0 i Rll 18"(46 203 On) 460 rim) Car; Ca i Cap cap Figure 15-20- Cut Hatkiras sbingk,s to tuake come cali. Figure 15-2 L- Installation of caps along hips and ridges. 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolasticg NP11" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 LOW AND STANDARD SLOPE STEEP StOPE- Lse FIVE riMs and EIGITr spots of wspludt roofing cement, for each hill if ighland Slate shingle. For Miami-D.W. SUK (tails are roquired. Apply tinder each Ldi corner .Asph,,ilt r wfingceul vU tueeUng lS1 N D45S6 ]ype If iNst1XqesnsL LLj T VS, six 1filld+ik .7t- "'U t`t25 tutu, flSl A J,1, st-; =i i= V— ovx irYqun! Il-_J- U,n F[I'T nai&j6r urry 11dqbland Oilesbtr qk, 17gurell-, 3I V- RVE, rails and eigljl slWs q1'aqAVt r( ff?#ikg uwwnf under each tali rorner, CAI 1't0N': Fxcssive ijk .)I roofing, ceineut cmt cause shingles to blister. 6. 11.1 Hip & Ridge for Highland Slate', Highland Slate"" IR: Refer to instructions herein for Cedar Crest', Cedar Crest`" IR or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-RI3 Certificate of Authorization #9503 6rt` EDITION (201.7) FBr- NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/05/2017 Page 11 of 12 6.12 LOW AND STANDARD SLOPE TRINITY ERFl STEEP SLOPE pxxtoils and f(",,p*u*,u/""a^x.mm^for ,V,frill b. otzl,*uxvn.o,Imu,1f1im^"*.;^xom'm"y^x»Tu/-** h" xI,,,tigm`m/4rknz5'uoo,rw.fm,oa/mvkn" mnu* mv" 6. 12.1 Refer toinstructions herein for Cedar C,estT°' CedurCrest'm |R.Shadow Ridge'"' NorthGate or Shangle Ridge' hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, |ugn chy, state and logo of the Accredited Quality Assurance Agency noted heein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official cvAuthority Having Jurisdiction in order to properly evaluate the installation of this product. 9' MANUFACTURING PLANTS: Contact the named CIA entity for information on which plants produce products covered by Florida Rule 61G20F3 QA requirements. 10' QUALITY ASSURANCE ENTITY: ULLLC—QUA9625;( 414)Z48-64O9;karen.buchmann@vs.u|.onm END OpEVALUATION REPORT - Exterior Research and Design, uc Evaluation Report sso 9.os-11u Certificate af^"m" riz"tio"m,m o~EDITION (oz17)pmcmom'xv*zEVALUATION pL5444-uo co*a/nreeuAsphalt Roof Shingles; (om)osz'om7 m,vuunm:oy/os/2oz/ Page z2",zx 1/2/2018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Slats & Facts Publications FBC Staff BCIS Site Map Links Sear Product Approvaldb" r ( A USER: Public User Product ADoroval Menu > RrQdmLL9r AWlication Search > Application List > Application Detail FL # FL12328-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden@tamko.com Kern Eden kerri—eden@tamko.com Kern Eden PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden@tamko.com Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence EL12328_R8_CQ.LT@R14001.4 2017FBC-Ev4L-Ke(Zgrt TAM KO Underlaymen ftnalpff Referenced Standard and Year (of Standard) 5"nA "r 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://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtF2AezuarjgOlAramDGm5ebt5wRW28J8d8c6l CFKFGNQ%3d%3d 1/3 1 /2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved 12328.1 Method 1 Option D 10/05/2017 10/19/2017 10/20/2017 12/12/2017 ASTM Slate Surfaced Roll Roofing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. 12328.2 1 ASTM Tile Underlayment Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. 12328.3 Master Smooth Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. 12328.4 Moisture Guard Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. 12328.5 No. 15 ASTM Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. 12328.6 No. 15 UL Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Roll roofing surfaced with mineral granules Installation Instructions 1`1-12328 R8 1I TBP14QQ1.4 2017 FBC EvP,-norf TAMKQ Undaerlayments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14Q01.4 2Q17 FBA Eval Reggr TAMKQ Q! derlavments firnal.odf Created by Independent Third Party: Yes Coated organic underlayment Installation Instructions T P 4 7 F 1 r KQ Un r! m fin df Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12$ 8 8 TBP14001 4_7Q FYaI Re or TAMKO nder a m n in f Created by Independent Third Party: Yes Asphalt saturated organic underlayment Installation Instructions FLI? 2g_R,i3 II TBP14001.4 2Q17 FBC EvoLRg2Qq TAMKQ Underlayments f f Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R$ A TQP AQQjz417-F¢C Eval Report TAMKO Fi f Created by Independent Third Party: Yes A self -adhering modified bitumen underlayment. Installation Instructions._.,_. FL12328 R8 CI TBP14Q01 } 2Q17 FB(' Eva) Repgrt TAMKO Underlawnent final•od Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL1, 2328 R8 AE TBP14001.4 ,ram AM&Q r f Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP140Q1 4 2Q17 FBC Eval ReR4_r'E/MKQ Underlavments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports AE TBP14001.4 2017 FBC Eval Reoort TAMKO Undgrlayments final.odf Created by Independent Third Party: Yes Asphalt saturated organic felt Installation Instructions InCigrJyrn ' in df Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports U123ZB_! i$_ 4 R Qpd rkUrngRS5 PiDal pdf Created by Independent Third Party: Yes https:// www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtF2AezuarjgOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 2/3 TECHNICAL SERVVCES~LLC EVALUATION REPORT Manufacturer: T4MKOBUILDING PRODUCTS, INC. P. O. Box14O4 Joplin, MOO48O2 417) 624-6644 Quality Assurance: ULLLC(OUA8625} Category: Roofing Subcategory: UoUodoymnma Code Sections: 150711 Properties: Physical properties PRODUCT DESCRIPTION Certificate ofAuthorization No. 2982 1752OEdinburgh Drive Tampa, FL33547 FLORIDA BUILDING CODE, 6 THEDITION (2017) Issued October /9,20/7 TAN\KMASTM Slate ASTM D038O. Class M.Type U"ndexaym*n constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKCOASTM Tile Underlayment TAMKOO Master Smooth TAMK[® R Moisture T& MIKMNo. 15ASTIM Asphalt Saturated on]uniu Felt TAMKO@No. 15 uL Asphalt Saturated Organic Felt TAMKOVNo. 3OASTM Asphalt Saturated Organic Felt TAK8KO@No, 34UL Asphalt Saturated Organic Felt ASTMD5380. Class M.Type Uumerlayment constructed from an organic felt saturated with asphalt then coated onboth sides with asphalt and surfaced with granules, ASTM D 5380. Class G. Type |V unUedaymontconutmoted from on organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only, Oe|f-adhomd, A8TM D 1970. fiberglass minfomod, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTKx D 226. Type | undo/| oymentoonntructed from a non - perforated organic felt that is eutumVad with asphalt. A8TND226.Type |unUedaymemconstructed from anon-perforated organic felt that is saturated with asphalt. ASTMD226.Type Uundedaymentconstructed from anon-perforated organic felt that b saturated with asphalt. ASTMD220 Type Uundedaymentconstructed from anon-perforated organic felt that b saturated with asphalt. TAMK{xOTVVMetal and Self-aghored.flexible, ASTND1S70and TAS1O3. rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKOVTW Sel(-adhered.flexible, ASTMD180.rubberized asphalt sheet membrane with Undorlaymeru polymer film onthe surface and aremovable release film onthe adhesive side. This evaluation report mprovided for State mFlorida product approval under Rule mG2o-3.The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation. mcmnmmounv use, o,other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODCUTS, INC. CREEKTAMKO Underlayments TECHNICAL, SERVICES, LLC TAMK(W TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKO@ TW Metal and Tile Underlayment and TAMKOQ TW Underlayment shall be 40°F. b) The minimum application temperature of TAMK00 Moisture Guard(@ shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKO@ ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKO@ TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shin les Shingles Roofin Shakes Shin les Concrete Tile TAMKOO ASTM Slate Y' N N N N Y Surfaced Roil Roofing TAMKOO ASTM Tile N N N N N Y Underlayment TAMKO@ Master Smooth Y' N N N N N TAMKO(D Moisture Guard@ Y N N N N N TAMKOQ No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKO@ No. 15 UL Asphalt Y Y Y Y2 Y N Saturated Organic Felt TAMKO@ No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOO No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKO@ TW Metal and Tile Y Y N N N Y Underlayment TAMKO@ TW Underlayment Y Y N N N N TAMKO(D TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001 A 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. r/un P u.INC. 0-0.~ rAmnounuexaymems TECHNICAL SERVICES, LLC Lmx/rxrowo 1) Fire Classification isnot within the scope ofthis evaluation. 2) Wind uplift resistance innot within scope ofthis evaluation. 8) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these mourcea, the more mewohv* and F8C 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. 0> All undedaymenta shall be installed with the roll length parallel to theeove. starting at the eev*. 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 undedaymen\shall not beinstalled over existing roof coverings. g) 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 O1G2O-1 REFsnswcEu En& Report No. Standard Year PmConstruction matena|nrechno/voiuv(TSToo4e) TAP192-02-01 AoTwo1pry 2015m pmConstruction matenu|aTeohno/vgiou re049 n^ P-/000z-n/ maTwo1mn 2015o po/Construction Materials Technologies (xsToo4o) rAp-214- 02'0/ srmo4000 201e p*|Construction Materials Technologies (r8Tonwo) Txp-215' 02'01 ASrmozm zoon p*|Construction Materials Technologies (rsTsowo) TAp'216' 02'03 A3Twos3oo 2003(2013) pn/Construction Materials Technologies (TaTocwe) TAp-217- 02V1nsv ASrmoenan 2003(2013) pn|Construction Materials Technologies (raTonwo) rxp-218- 02'01 AaTm ouco c000 PmConstruction Materials Technologies (73Tom*o) Txp'219' 02'01 xsTmozzn znue PmConstruction Materials Technologies (TSTso*V) Txp'220-02' 01 ASTmosnan 2003(20/3) pmConstruction Materials Technologies (TSToowo) Tap'e22'02'0/ ASTmo* osa 2016 rmConstruction Materials Technologies (Tsrno^o) TAP-245-02'01 TxS/ un 1995 ASTMo4rna 201/ pmConstruction Materials Technologies <TSTom*o> Txp'311-02'01 Asrwo/o7o 2015w rm Construction Materials Technologies (ToTeu*e) n\p'n/o'ou-o/ / ACC 188 2012 PmConstruction Materials Technologies (T3runwo) Txp-387-02'01 ASrwo°n7o 2015a pmConstruction Materials Technologies (Tsreowm TxP'388-02'01 AaTmo1nru 2015x uL LLc(rSToszu) 13ox12209 xSTMozzn zoue This evaluation report ioprovided for State ofFlorida product approval under Rule n1G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use. or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 0 VjJ1111111f I p,Y R, P No 74021 STATE OF 41 OR\ Iit 0NA0-\%\\" CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:5 8 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. CorlificateofAuthorization No. 20824 17520Edinburgh Drive Tampa, FL33047 EVALUATION REPORT FLORIDA BUILDING CODE, 6 T" EDITION (2017) Manufacturer: TAK8KOBUILDING PRODUCTS, INC. Issued October /9,2017 P0Box 14O4 Joplin, MO04802 417)624- 6644 Quality Assurance: VLLLC(UUASO25) SCOPE Category: Roofing S Umgedaymenm Code Sections: 1*0711 Properties: Physical properties PRODUCT DESCRIPTION TAK8KO0 ASTM Slate ASTMD038O. Class M.Type Uundedaymer¢constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO@ASTM Tile Underlayment TAMKCx@ Master Smooth TAMm0@ Moisture TAMKO0No 15ASTM Asphalt Saturated Organic Felt TAKxK(WNo. 15UL Asphalt Saturated Organic Felt TAMK( ONo. JOASTx8 Asphalt Saturated Organic Felt TAK8KDVNo. 30 VIL Asphalt Saturated Organic Felt A8TMD038O.Class KU.Type Uundeduymmntconstructed from unorganic felt saturated with asphalt then coated nnboth sides with asphalt and surfaced with granules. ASTN O63O0. Class S. Typo |VunUerlaymentconstructed from on organic felt saturated with asphalt then coated onboth sides with asphalt and surfaced with afine mineral. For use in non-HVHZ only. Se|f-adhered, A8TM D 1970. fiberglass einhonood, modified bitumen sheet membrane with a mineral surfacing and u removable m|euae film on the adhesive aide and removable selvedge release tape. ASTMD228.Type |under|aymentconstructed from anon- perforated organic felt that is saturated with asphalt, AGTMD226.Type |undedaymumconstructed from onon-perforated organic felt that is saturated with asphalt. ASTM D 226, Type 11 underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTMD22O.Type UundeUaymemconstructed from onon-perforated organic felt that is saturated with asphalt, TAMKOOmVMetal and Self-adhered.flexible, AST D1S0and TAS1O3.rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO(R)TVV 3olf-odheed, Uexible, ASTM D 1970. rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side, This evaluation report uprovided for State ofFlorida product approval under Rule n1G2oa. The manufacturer shall notify CREEK Technical Services, Luoo,any product changes u,quality assurance changes throughout the duration for which this report mvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, TAMKO BUILDING PRODCUTS, INC. CREEKTAMKO Underlayments TECHI-41CAi_. SERVICES, LLC TAMKO@ TAM -FELT Alternate to ASTM D 226, Type I and Type 11 underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKO® TW Metal and Tile Underlayment and TAMKO® TW Underlayment shall be 40°F. b) The minimum application temperature of TAMK06 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 TAMKOQ 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 underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shin les Roofin Shakes Shingles Concrete Tile TAMKO@ ASTM Slate Shingles Y" N N N N Y Surfaced Roll Roofing TAMKO@ ASTM Tile N N N N N Y Underlayment TAMKOOR Master Smooth Y' N N N N N TAMKO@ Moisture GuardO 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 N Saturated Organic Felt TAMKO@ No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO@ No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKO(Ei TW Metal and Tile Y Y N N N Y Underlayment TAMKOO TW Underlayment Y Y N N N N TAMKO(D 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, LL.0 of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODCUTS, INC. CREEK TAMIKO UnderlaymentsATECHNICALSERVICES, LILC 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 Entice Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM 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) 13CAl 2269 ASTM D 226 2009 TBP14001A 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 TE:cHNICAL 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" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. RY R EN No 74021 CC, STATE OF 0 Rts' Q> CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:5 8 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, R.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 TBP14001A FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, 1/2/?018 Florida Building Code Online k BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear Flxi j I'll prd Product Approval USER: Public User ADULtotiq_n i$.t > Application Detail FL # FL3792-RI0 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lomanco, Inc 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 acarter@lomanco.com Andrew Carter acarter@lomanco,com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext 361 acatter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext 6163 acarter@lomanco.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL gandard Miami -Dade TAS 100 (A) Year 1995 I I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with t new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method I Option A M Date Submitted 11/08/2017 hftps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsFgPhXouzz9PGbeVidikEkuTrIzAU6DFsUcmbpCG3RoA%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 3792.1 135 Roof Louver Aluminum Roof Louver Limits of Use Approved for use in HVHZ. Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be 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 770D Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure. N/A Other: Certification Agency Certificate Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Certification Agency Certificate Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions AQA_1f)Q51D2ff,pAf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports L051DOA&f Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate EUZ92-RIQ-C--CAC-N-QA15,.9-Q2,M Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes ffl, W -?nTheStateofFloridaisanAA/EEO employer, Copy[lalit Q 3 State of Florida. PILy e %y_51AL IN01 I NINEW; https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqsFgPhXouzz9PGbeVjdikEkuTr[zAU6DFsUcmbpCG3RoA%3d%3d 2/3 MIAM 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) wLvw.LnJaLnJdade.g2v/gconoLnX 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 perforrn 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.: 16-0510.284A— Expiration Date: 08/16/21 Approval Date: 06/30/16 Page I of 9 ROOFING COMPONENT APPROVAL Catei!orv: 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 83" 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 Atiency Test Identifler Test Name Date Center for Applied Engineering MDC-98&99 TAS I OO(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 11/4" 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 Y4" 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 WMIAMI-DADE C,=OUNTY NOA Na.: 16-0510.28 a Expiration Date: 08/16/21 WAQA'alj 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 scam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle, Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf"cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply '/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant # 10-7 x 1- 1 /2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 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 700 SERIEs LouVERED ROOF VENT NOA No.: 16-0510.28 WMLAMI-DADS COUNTY Expiration Date: 08/16/21 IUUM=411 Approval Date: 06/30/16 Page 5 of 9 750 SERIES LOUVER Root' VENT NOA No.: 16-0510.28 WMIAMI-DADECOUNTYM Expiration Date: 08/16/21APMRWff 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 fi--ili-11I.- ",-- 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 F VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 KlAmt 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.g2veconomy Lornanco, 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. A4 A- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED By APPLICANT: Test Product Product Dimensions Specification Descrigtion 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 750-5 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 83" 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 Auency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS I OO(A) 03/16/95 PRI Construction Materials LOM-0 13-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-5, 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 I 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 V2" 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 6 1 G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 MMIAMI-DADE Cq,UNTYM Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 WMIAMMAD UNTY Expiration Date: 08/16/21 MU Approval Date: 06/30/16 Page 5 of 9 750 SERIES LOUVERED ROOF VENT WM"I-DADE C,=0UNWTY 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 750-5 SERIES LOUVERED ROOF VENT 7 t4 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 750-E SERIEs LouVERED ROOF VENT END OF THIS ACCEPTANCE NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION It 805 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,Lniamidadt4ov/economX_ 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 tiled 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 I 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 Descrigtion 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 Center for Applied Engineering MDC-98&99 PRI Construction Materials LOM-0 13-02-01 Technologies RRWA-001-02-01 Test Name Date TAS 100(A) 03/16/95 TAS 100(A) 05/21/07 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 730,750,750-5, 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 11/4" 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 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 scams 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 WMAMI-DADE COUNTY= Expiration Date: 08/16/21 m111111111111211.103 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf"cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply '/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant # 10-7 x 1- 1 /2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 3 3 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 6 1 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 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 i usumos, 750 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 WMIUVINN 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 WMIAMI-DADE COUNTY NOA No.: 16-0510.28 P _— Expiration Date: 08/16/21ROVEW' Approval Date. 06/30/16 Page 8 of 9 I DETAIL D 750-E SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 MIAMMADE COU vnr iWilzi;jW461 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 Comments Archived Product Manufacturer CAST-CRETE USA, Inc. Address/Phone/Email PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext 128 cparrino@castcrete,com Authorized Signature Craig Parrino cparrino@castcrete.corn Technical Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Quality Assurance Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@casLcrete.com Category Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year AC1 318 2014 TMS 402 2016 Equivalence of Product Standards Certified By Product Approval Method Method I Option A Date Submitted 10/18/2017 Date Validated Date Pending FBC Approval Date Approved of Products' 11/14/2017 11/21/2017 Model, Number or Name Description 158.1 High Strength Concrete Untels 4, 6, 8, and 12 inch wide lintels Limits of Use yr. Certification Agency Certificate Approved for use In HVHZ: Yes Approved for use Outside HVHZ: Yes 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 Verified By: Miami -Dade BCC0 - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: ED EE Contact U z: 2fiOl QIJIr StgnC agaid, jalI,)hanetfLj M ehone; 85QAV- Z J§M The State of Florida is an AA/FFO employer. _Gf_Fjq0&q_ :: Pr vqc Stqlt% (nt :: &qMsF lt ftl y,5tqjqajeM :; Refund 5rAterrignt Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(t), 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 ematis 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 he made available to the public. To determine If you are a licensee under Chapter455, F.S., please click llff%_, Product Approval Accepts: MMMERM Credit Card Safe MIAMI_:QA2DE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RKR) It 805 SW 26 Street, Room 208 BOARD ANT) CODE ADMINISTRATION DIWSION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 3 15-2599 NOTICE OF ACCEPTANCE (NOA) ivmyinla m idade.goy/econo illy 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 ABJ (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 AIIJ 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 I of 1, prepared by Craig Parrino, P.E., dated March 24,2003 and Drawing No. LT4612, titled "Cast -Crete 411, 611 & 1211 Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E,, dated March 24, 2003, last revision dated June 12, 2014, all signed and scaled by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the, Miami -Dade County Product Control Section, MISSILE IMPACT RATING,: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo, RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA, ADVERTISEMENT, The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety, INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA ft 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 Ifelmy A. Makar, P.E., M.S. N0ANo, 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/201.7 09 /Z 8/2.,17 Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing JVo. ll"D4612, titled "Precast and prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drariing No. LT4612, titled Cast -Crete 4 ", 6 " & 12 " Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, RE, dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P, E B. TESTS 1. Test report on flexural testing on 4 "1 6 " & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, perASTNI E-529-94, prepared by Applied Research Laboratories, Report No. 30404A, elated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS I. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast Crete Lintels, dated 05129103-140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality SystenfMantial for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality 4stem Manval for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS L Drawing No. FD402, titled "Precast and Prestressed Lintel DetaiW', sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing I& L714612, titled Cast -Crete 4 ", 611 & 12 " Lintel Safe Load Tables`; sheets I through 3 of 3, prepared by Craig Parrino, A K, dated March 24, 2003, last revision dated .March 11, 2008. B TEST'S I. None. C. CALCULATIONS 1, None. D. QUALITY ASSURANCE L By Miami -Dade Cotinty ffitilding Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. i -- Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E - I 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,K, datedAllarch 24,2003 and Drawing No. LT4612, titled "Cast -Crete 4 ") 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1, None. D. QUALITY ASSURANCE 1, By Miami -Dade County Deparlinent ofPermitting, Environment, and Regulatory Affairs, E. MATERIAL CERTIFICATIONS 1, None. F. OTHER 1, Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None, B. TESTS 1, None. C. CALCULATIONS 1, None. D. QUALITY ASSURANCE I. By Miami -Dade County Department of Regulatory and Economic Resources (RJR). E. MATERIAL CERTIFICATIONS L None, Imy Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date, 09/11/2018 Approval Date: 09/28/2017 E- 2 I Cast -Crete LUSA, [sac. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS A-PPROVALft 14-0903.03 A. DRAWINGS 1. Drcniing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, dated 03124103 and Drawing No. LT4612, titled "Ca-0-Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all prepared, signed and seated by Craig Parrino, P.E., on 08119114. B. TESTS 1, Xone, C. CALCULATIONS 1. Calculations for Cost -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 Mianfi-Dade County Department of Regulatory and Economic Resources (REP), 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 Mland-Dade County Department of Regulatory and Economic Resources (]M. E. MATERIAL CERTIFICATIONS 1, None. F. OTHER 1. ( 7ompliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. ueimyx. Ma Product Control Section Supervisor NOA No, 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E - 3 o HIGH STRENGTH PRECAST AND TYPE "a' PRESTRESSED CONCRETE LINTELS TYPE 'A, 411"), Q- TOP STEEL LENGTH 12- turAST U-LKra 12- PRECA9 Z 2' 41' SOLID LINTEL DATA TABLE e-e (2) REW G ;gL k2)-- p - n— I A" PRFCAST tJ—LINTF:L DATA TABLE 1VF 4 A 4 4 e FR 19" PP;7r.ART tl—LINTEL DATA TABLE NMI Inca* xxtu le" inKum MEN A" BOTTOM STEEL LENL3TH 3• PRECAST UhUFL RZ114FORCING CAGE FAREICATIQN-MQM Fi -mmvxukVV=Ais =A mv"o fOA 1."Ul Al " Is I _T,, M UOOlYAMHT *" Aio C"W at umomo 0 WWW'. WMWM IAL MM WNW MUM OAST-Rnt VU, u f. ktWWApo 111W 7/.. W A W W.; f.% I.. AM P aczu 4 =Wm STAWN, & mp 2 V" Mow - r " QAVAA 0 4w W& S. KM IK 7rA raW Of %WfLW 0 AM =WW STArW Mfr -,Um r. 149 f" Ail a i A" U OMJI fAtlt YAOR ta w vc gow"po CA* MA ow" - MO. -f muiT ISMS, V. - Sow PSi W 4 I*=- . w uwww ?A" Ua 7m a W" Alta x2u:A . wn au CA wm 1. K ruwm vm W. t1m M me A A. to ow wmf once you t 1a- NG XAJI, k •AS- W9iyiVB lliioll Flo," GEN 0 Boiwin C.& A".7;.n,4Noj a Dat. oA IS C0.10 0 a OF 6V4OR 579 0 SUFNER R. M84 FL.i.E,.NO. 447,% PRECAST AND PRESTRESSED LINTEL DETAILS i 900 6T' XWSCAB AS SNOA7 PAPIM . , wdft I GENEM fo 4' V-0 fd l - 3= 0 ir3= owwas ft AirII. I 3•t pe 2) A3 vUbs baud m 4 ioO cmW bexq EWjMtM S,4 beta:, firU kg lZa A Imrwt - ZIM t. '9my IWW1. 3) pro" ha -1W .0 h.4 lb. mn*e M :s 0. M*4u. forVa. 40 we9 bmlc17'-4' IbW 12F24-20 Wpj-44 )-W - 142tol wl 14X ftdodm + 426 ( j - 1228 ptf 5) At W04 a* w -xUdy-v dt[Wir, 12FB ruts fquad L/Im "e*cUa* tLn Is wo" d 4004M m"619 Fww. &Q* C.ds 7' , r wW bt-b to b* iaWIW -1 4" r fwrldw Vot.. L lh m.1 ? . 9) R. 'W9, W mq M*.to 4.wv".4 loft k*m W s.b I.W Walks by and Aw A4-4q from th. 10) N,& - PA ROW rw weed abm to be loww of 1b. b.Um of 94 W6 t.,*. 12) r _v= kb. 8 .1 o'. ..,!, to oaa 13) -, Wj.-jr V., dae .1 W.4 o,Aa&d 14 4*,J. coWa. t w k dwt k4" o I ooiN of taco oppW k o d— WM ASW C-M 10 UrA* k*4kd imRwom V* eN..d be 0. 401 for t+4 4AW mw *d + 6efkadsoek — S S.4 I." food wo WA-M " j5) far aampmko iassd t*jj. nA '14m w W. food km aaa k.- NWA Aw. la) Fef 14,4e, k5oh. not Af—, - aek b.4 1m nod t q d haqb`i Zharrn 17) Ste Wd, an vlp.',rPos-d iOmk. Is) sa. foods br," 0 mug" d"p .04-b pm Aa 530 -4 Ac, 3M 19) Ada -A )o t"= Mp; -d by Na = by pl.*f" WffW4 rtiatmcsd Rcw) bm fAd , kma beer WX(b, *A, SEEWEL/iTRk LOAD Liam FOR LM RAIW4 FOR E" ADD=Sk Ranm cuu (RW) FULL COME 1/2. CLR lyp FOR 6' LKUS 15 2) K KWFOR 12- UNTELS GR40 cc GM SAFE LOADS FOR 4" SOLID LINTELS 4p,wf<T fo" GRAVITY UPLIFT LATERAL TYPE LENG,4 4S8 TYPi LENGTH 4S8 4S8 3'- 5- (42' PRECAST 1180 S-e (42' PRECAST 687 371 14 4' (4n PRECAg 959 4'-1)' (48" PRECAST 597 320 4*--e (54'} PRECAST i 789 4'-6- ( 54-) PRECAST 529 258 5'-10-(70-) PRECAST I 407 148 5'-6- (78" PREW7 I 360 6'-6' (78') PRECAST 366 118 17'-6' (901 PRMAS7 1 250 7'-r (90° PRECAST 280 87 9'-4- (112-) PRECAST t 156 i 9- 4' (1121 PRECAST 157 55 10'-6- (1126) PRECAST 116 i 10'-6- (126' PRECAST j—, 52 43 12UB 12FB 12FI2 12F16 rqaoDuc-, Bug 61`8 6F12 Ull 6 a*s U tb stw mmuk vj4wiK P-v MOR auYsrrFE" 3/"t 2" 712 16 - 2 Z: ITAA; ff 149M ILI LJ 488 IMS 12F24 12F20 S', t^..'•i 5 tru.0 m• Y t.:, •a•,• .,+- 1;'itt5i'NC7'RI3V1S1;lJ 12' Rio m CR 5n NMW YIMli 6F32 EF286F246F20 ;90, SE ERFL &35M MM447S6 2121=1 I DATE l2alga i w ER Of =-CAST- CRETC, 4", 6" & 12" LINTEL SAFE LOAD TARES 11/114" 2H F9 W;E: M%14 pRAifli iP MM ft"D $Mr. WAS, 2p 2919M 802 011= BY: EW ? AM", Ft - M. K "N I SAFE GRAVITY LOADS FOR V PRECAST U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 61.16 W-18 S-6- (421 PRECAST 2332 2575 13892 5050 16148 7227 i8297 9357 4'-G' (481 PRECAST 2025 2313 3892 15050 a6148 7227 18297. 9357 4--6- (54") PRECAST 1654 1887 3633 15050 6148 7227 8297 9357 5'-W(701 PRECAST 1067 1260 2198 1 3557 # 5734 7227 8297 5 8225. 6'-6' (781 PRECAST949 078 831 2350 4328 6737 8297 9-157 7'-0" (901 PRECAST 779 853 1 1459 2188 31511 T-4- (112-j PRECAST 1584 660 1058 1523 2084 2795 f 3731 5017 10*4"(126") PRECAST 503 $66 395 11270 1736 2236 2898 3747 11 -4- (1381 PRECAST 457 513 805 1133 1507 1952 2492 31163 12'-O*(144") PRECAST 1 425 477 744 1042 1377 1769 2238 2808 IS-4- (: SC PRECAST 373 417 645 395 1170 1,485 1852 2285 14'-0'(165" PRECAST 351 392 605 235 1087 1373 t 17Qi 2CB7 17'-4"(2081 PRE AS N.R 229 455. 620 794 1 m 1 1 I98 1437 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SAFE LATERAL LOADS A.T11-1 Iv Cl 0 SAFE UPLIFT LOADS FOR 6- PRECAST U-LINTELS 4,47,09m SAFE 6US 587 487 416 LOAD PLF 6F8 1055 787 609 RC U 596 445 344 SAFE LOAD - POUNDS PER LINEAR FOOT LEN E M-lT SF12-11`1616-IT OF20-11T OF24-IT 6n17a- TYP--- 1412V-6- (42") PRECAST 2074 F2715 3355 3997 4638 4'4" (481 PRECAST, 1225 1800 2357 2913 3470 4027 4--6- (541 PRECAST W 1592 2084 2577 3089 3562 32-IT 5279 4583 4055 TYPE LENGTH 3'-S' (421 PRECAST 4'-0' (48') PRECAST. 4'-e (541 PRECAST V-10-(701 PRECAST 300 350 198 5'-10%70 PRECAST 331 1222 IWO 1979 2M7 1 2736 3114 V-6- (78' PRECAST 263 496 157 6'-6' (78') PRECAST 723 1097 1437 1777 2117 2457 2797 r-6- (90') PRECAST 222 367 Il 16 17'-6' (901 PRECAST 648 863M 1249tt4 1544 WO 1115 24311,1 9'-4' (',In PRECAST 173 352 7:4, 9'-4- (1121 PRECAST 575 57 1" 980,x 1252. N 1492 1732 5 972 10'-V(1261 PRECAST 151 1 276 58 10'- 6- ' 126') PRECAST 514 1 462 . i 787 1121j 133lyl 15511w, 1755. W-4'(1361 PRECAST1 139 311 49 1 l'-4-(1361 PRECAST 474 404 110 655 985 j 1213J 1442 1645 12'-W (144.1 PRECAST 131 277 44 12'-0'(1441) PRECAST 454 36704 619 883 1 1093 1299 1506 IS-4-(160-) PRECAST 117 223 35 IS-4-1(160-, PRECAST 402 308 515 04 235 906 1076 1247 tz 14'-C"(168') PRECAST 111 202 32 14'-O'(168') PRECAST 475 677 1 832 98.9 1145 IT-4- (208'j PRESTRESSED N,R, 1 130 21 17'-4'(2081 PRECAST 253 i 2082 335 476 SM 693 803 SEE M4M NOTE 18 THE NUMBERS IN PAPE"EW ARE PERCENT RECUCTONS FOR GRADE 40 FIELD ADDED REaAR. SEE GENERAL NOTE NO. 4 PRODuumEmm Z] PA N S, PROZ-,ucTftW,, LTAWit p A d)v ad. F Q INO z FFN FL6n 3MSEEGENERALNOTESSHEET1OF3P. E. NO,44756 I& IIHiglAUAL M010 BER OF i -CAST-CR-T E 4", 6" & 12" LINTEL SAFE 'LOAD TABLES Ra x0e BBAWB-11 OWN &. ,ow mum ; SC, a RM DAM 3/24/03 MCM 81; " MUS, F.E. - iNO, AVU F MYN-1n, U012 Mff 2 Of I SAFE GRAVITY LOADS FOR 12" PRECAST U-L1NTELS Ana a9A oci Fii r its tiurFa s SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 44 M7'e SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF 4caas~" SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 1270 P W29 W12-76 Irl 12F20-26, lM4-28 t2R6-2fl i2FS1-'18i LENGTH Pfii 12US F 12FS RCMU i L.E TYPIt - 21 12F!2-2f 12F!6-2T 12F2i-2712f24-1.11*`26-2T 12F32-21 3'- 6' (42 j PRECAST 7 3428 5000 5838 7619 9352 11060 i 12755 14438 S-6" (421 PRECAST 1295 4841 393 3'_e (421 PRECAST 2752 4287 5613 69M 8264 9589 10915 4'- 0" (48 j PRECAST 2923 4232 5838 7619 9352 111060 12755 14438 4'-0' (481 PRECAST 1 295 4841 2991 4'-0' (48") PRECAST 2-W 3721 4872 6023 7174 8325 9477 4'- 6' (54) PRECAST 2396 ' 3464 5304 7619 9352 11M 12755 14438 4'-6' (541 PRECAST 1049 3922 2417 4'-6' (54') PRECAST 2113 3291 4310 5328 6347 7365 8384 a - 10" (7CO PRECAST 1612 2320 3213 l 5234 8487 11060 12755 1443q, 5'-10" (701 PRECAST 681 2547 155 5'-1U" (7n PRECAST 1623 ( 2527 3310 4092 4875 562 6441 8'- 6' (781 PRECAST 13S3 l986 2679 4196 6421 10032 12755 144315,6'-6' 781 FREW 579 2167 123 6 -6' (781 PRECAST 1444 2269 2972, 3675 14378 5061 5784 7'- 6' (901 PRECAST 1138 1623 2131 3218 4676 $756 9763 13524 7-6" (90') PRECAST 474 1771 914J 7'-6' (907) PRECAST 1267 1767 258 3194 3806 W 4417 5128 9'-- 4' (1121 PRECAST 795 1216 1135 22M 3083 4167 5593 1 75524 " 9'-4' (I121 PRECAST 355 1326 580 9-4' (112') PRECAST 1028 1171 2006 2590 W37 3583 4079 10'- 6'{!26') PRECAST 614 1043 1296 1 1853 2516 3323 4334 5532t. 1-6"(126") PRECAST 306 1143 454G,A 10'-6'(1261 PRECAST 920 . 947, 1612 2281 2764 3209 3653 W. 11'- 4' (136 PRECAST S16 945 1162 1 1649 2216 2893 3719 4746 11'-4" (13B') PRECAST 278 1041 388,11'-4" 130 PRECAST 858 ml 529 1404 1982 2441 2902 3354 12'- O'(144) PRECAS 456 878 1073 1513 2020 2517 3333 4206 12' O'(144"j PRECAST 260 971 345, 12'-0"(1441 PRECAST 814 753 1269 1788 2201 2616 2 IY- 4'(160') PRECAST 359 767 A 926 ' 1294 1709 2188 2743 3409 ' 13'-4'(1601 PRECAS7 229 857 278 13'-4'(160 PRECAST 678 633 1057t. 148541 1826 2169 2513 14'- 0'(165") PRECAST 321 7204 665 1204 1 1584 j 2017 2451 3106 W 14'-D'(I6n PRECAST 216 309 251 14'-O'(168') PRECAST 622 1 Im 974 pq 1365 1679 t993 2309 17'- 4"(208') PRECAST N.R. 451 631. Wl 1141 1428 t75D 2102 17'-4"(208') WASTRES= N.R, 533 16 17'-4'{208) PRECAST 434 427 695 964 1182p 140 1623 19', 4'(232") PRECAST NR 343 477 700 925" 1!52 1380 16090 19'--4'(23n FRESTRESSMN,R. 534 130R i9'-4'{232') PRECAST 366 370 593 817 1002y 1187 1372 1) TN£ KAtM R4 PARENRM AM PERM E WOIK7S 4 W GWDE 40 FRO AM MAP SEE GEME'WL WIE N0. 4 SAFE GRAVITY LOADS FOR 12" PRECAST wi 2" RECESS DOOR U-LINTELS SAFE LATERAL LOADS FOR I2" PRECAST ed2" RECESS DOOR U4ANTELS SAFE LOAD - POUNDS PER LINEAR FOOT 4 m" SAFE LOAD Pif LENGTH TYPE 12Rl6 IZRf& 32RFi9 12sFi1- 12m wm-2t tmmi 13679 rmv- 15M LEN4TI T' yyFE 4'- 4' (521 PRECAST 12R42RF6 RCMU, 1295 3692 258 4'-4' (52- PRECAST 2538 2942 1 5468 7534 9640 1160 4'- 6' {54 PRECAST 2319 2740 5468 7584 9640 11669 13M 15M 4'-5-, (541 PRECAST 1213 3458 2417 5'- 8' (68') PRECAST 1347 1841 1 3555 6395 j 9640 11669 13679 13679 1257 1567 15679 148Cq 5'- 8" (881 PRECAST 5'- 10 {701 PRECAST V- 6' (V) PRECAST 784 2236 ` 1650 747 12129 155 602 ` 1716 117 j V-10'(70') PRECAST j 17S 1758 3351 %54 9358 1 i669 6'- 8' (80") PRECAST 924 14YJ 2633 ' 4415 6884 ! I0 7'- 8' (901 PRECAST 703 1203 12157 3494 5259 7922 9623 5417 Il 32Q, 6380 T- 6' (90-1 PRECAST 9'- 8' {t 16) PRECAST 504 1438 914,a 355 1011. 9'-8" (116') PRECAST 389 $43 1451 62157 3203 4427 A&oeRZC Ttvvlss, Y+cg with 0, M_;d, i uncut SEE GENERAL NOTES - SHEET 1 OF 3 it) TK NtML?5 RM PMU,-WS$ ARE PEREENE REMICIM4S Fax DRAM 40 FEt6 AOMO KW. SEE G&MAi NOTE )a 4 SAFE UPLIFT LOADS FOR 12" PRECAST wl2" RECESS DOOR U-LINTELS 4 II4Cf 4 lME"M SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH 120- 2T i26f y 2 IM14-2 12918 12Ri22-2 IZ05-2112WJO-21 4'-4' ( 5n PRECAST 1526 2686 3746 4M 5867 6928 79" 4'-6- ( 541 PRECAST 1558 2582 3602 4623 5643 6664 7664 5'-8' ( 681 PRECAST 1210 2042 2650 36M 4456 5273 1 6081 5'-10'( 701 PRECAST 1173 1984 2769 3553 43M 5123 5908 6'-8- ( 801 PRECAST 11020 1538 2426 3114 3W2 , 4489 5177 7'-S' ( 901 PRECAST 904 1226 2163, 2776 3390 1 4003 4617 9 8' ( 1161 PRECAST 703, 771 1472 2181 2663 V45 3628 3lUXM P PARE MEM ARE PEPPER! REOBCTS 6 FOR a 4. 7 . E j,T ' • 44 PW AD" KBK SEE MNERk NOTE 4. 4 447 VROMICT mvisco 7!C • • • •' eaMUMS C.as 'i. + h Pao Plot{ds T rc Araxgtewo Ala -o},o fi A' a1.J O"GPARRMO r 7 > 3 CAST-CRETE 4", 6" & 12" L,NHL SAFE LOAD TABLES rja WE; EMt _w.14 MUM ffn mm MRAVO I sm. 0.T,4, I% .,-wmr., x wn--- W).= rli".ir , I OATF: Vz4ffl 1 GEiE= dk SflAM PA AO, P,E. - REG N0. 4{I54 0RMM t1 W SHEET 3 & Sa MIAMIDMADE NIIANII-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) I 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, ivww.mianddade.gov1econaniy 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 constitiotion 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 AIIJ), 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 Miatni 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. RFR 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. FDS, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated Juno 12, 2014, signed and scaled 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. MissiLri, 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 0 17-0227.15 and consists of this page 1, evidence submitted pages E- 1, E -2, E-3, E-4, F -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 WMIAHIOADE COVNTYU Expiration Date: 05121/2022 Approval Date: 09/28/2017 7 Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I. 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, RE, dated 06107196, revision 41 dated 11108196, sheet I of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P. E., dated 06107197, revision #4 dated 04128198, sheet I of 1, both drawings signed and scaled by Craig Parrino, P, K 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. Ramon, RE,. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P. K, signed and sealed by Craig Parrino, P.E. z 'Calctdations for Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P. K, signed and sealed by Craig Parrino, RE'. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection.Report Silo #4 dated April 1996for cement bySouthdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06120195 for pre -stre3singstrand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11113195for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report -92111-078240 dated 04125196for 43 rebar by Ameristeel, S. Mill Certified Inspection Report #84M,19614 dated 02129196jor #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58-A 6633 2 dated 0 1128196for 94 rebar by Birmingham Steel Corp, z Mill Certified Inspection Report #-84-M20749 dated 04105196for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report 984-MI9805 dated 0.3106196for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04121196for 94 rebar by Birmingham Steel Corp, 10. Mill Certified Inspection Report 9844420652 dated 04103196for #5 rebar by Birmingham Steel Corp. Product Controt Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/2112022 Approval Date: 09/28/2017 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified -Inspection Report #84-M20749 dated 04105196for #5 rebar by Birmingham Steel Corp. JZ Quality Control Manual for Cast -Crete Machine Allade Precast Lintels dated 05114196. 13. Quality Control j%anualfor Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMIT FED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1, None. C. CALCULATIONS 1. None, D. MATERIAL CERTWICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS-. I. Drcnving No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" ' sheet I of '1, prepared by Craig Parrino, P, E, dated June 7, 1996, revision 92 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8 " Lintel8afe Load Tables", sheets I & 2 of 2, prepared by Craig Parrino, P. E., dated June 7, 1996, revision -45 dated March 24, 200.5, all drmvings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1, Test report onflexural 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, A., signed and sealed by Craig Parrino, P. E. D. MATERIAJ, CERTIFICATION. L Quality System Manual for Cast -Crete Allachine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002 A. Makar, EE., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date. 09/28/2017 Le - 2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-022Z.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8 "Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and seated by Craig Parrino, P.E. B. TESTS L None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE L By Miami -Dade Building Code Compliance Office, E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter front Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, R E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1, None. B. TESTS L None. C. CALCULATIONS L None. D. QUALITY ASSURANCE 1, By Miami -Dade Building and Neighborhood Compliance Department (BKC). E. MATERIAL CleRTIFICATION L 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, jteimy 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 U,' - 3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE- EVIDENCE SUBMITTED G. EVIDEWCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" LintelFabrication Details"' sheets I through 3 of 3, prepared by Craig Parrino, P. E,, dated June 7, 1996, last revision dated February 17, 2006, signed and seated by Craig Parrino, R K, on March 22, 2012. B. TESTS 1, None. C. CALCULATIONS 1, None. A. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MAT EItIAL 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 tM)F R PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No, FD8, titled "Cast -Crete, 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June .12, 2014, signed and sealed by Craig Parrino, P. E',, on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14,124, prepared, signed, sealed by Craig Parrino, RK D. QUALITY ASSURANCE L By Miami -Dade County Department of Regulatory and Economic Resources (KEk). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USX, Inc., dated August 19, 2014, signed and seated by Craig Parrino, RE., certifying compliance with the Florida Building Code, 2014 Edition, elmg I .ar, P - v ,-4.—S A_ 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 916-0126.03 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,lanuaq 13,2016, signed and sealed by Craig Parrino, RE, certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 417-0227.15 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.F17, Report No. 16-0425.08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1, None. 1). QUALITY ASSURANCE 1. By Alliami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. a k rP. -1E, —M.—S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date- 09/28/2017 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1, None, R. TESTS T None. C. CALCULATIONS L None, D. QUALITY ASSURANCE, L By Miami -Dade County Department of Regulatory and Economic Resources (RER), E. MATERIAL CERTIFICATION 1, None, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P,.b,',, certifying compliance with the Florida Building Code, 2017 Edition. lniy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821J9 Expiration Date: 05121/2022 Approval Date: 09/2812017 F - 6 iy?E *A" STIRRUPS YT11,;.32 0FAMS 11TiaU" SAM4 aplu R" PRESTRESSED 7/32"sd BA TYPE 'S' STIRRUPS DATA "TABL E T. S - t . N0. Of M W 1"--- 1,4- — 1- I 0.140 t 657 7/42 0- V-0, 17'-4'4,lu r" F_:W3767 It—, w 7/32 w 15 0 2r-t 310 10 0. 20 all io-o 7/32 w 121*-10 1, 4 a710 V"'! 10 7/= Ro I 23'-wla 9 r-3 I /V IQ A' PRFCiST W1 ' RECESS DOOR U—LINTEL DATA TABLE Mom PPFr. A';T H—LINTFL DATA TABLE 5m Z,. MV41 i 3--r A 04371 44 1 19A, 1 #0 M 44 A U." It F__" o 0 V„ r P E2a Si- 11 lc- c*l olizo to rjjaj_? BOMjTA" WookpiIii is ""m fog ramm Appaam, tr is pwaolap by 0"= IAM Pal cww, BE xullmm OR sam"m W10in 1K PM2 MUTES COMW CF W-C=Z =4 M I ft -, v . . r,—, = I. '= M'7/42 MR ASIM ASKI A tA. 5, HOM MU'MTAI- NWNI Of "T"a"S AND p owl owl a ma A-m-7/7s RMH Awgic Is CO NT" sm"o MON wh wxmot 27WA I&A-MAX4110H FlMumso am of IRE ww=M QW4 FOR MUM SATAn ON MIL 4, IM M 0 L *O) KXU '= FROU r" am ms"imc Wax, 1'. 4.0 tm m MI. Z I. I, 'm . MW UsTos. MIM Of 4, Prix rMsIff" poft;;C 47b AI^ v WSW= Ulm fogf."" zw 4. 51 MVRMND 10 mm twTm Axe MAMA" fcl= 16, 4 A 0 0 E CMG PARFM Aw" — WA CA579iGiemSMWER, FL 33W. fL F. E UC. No, 447% TALI CAST— CRETE 8" LINTEL FABRICATION DETAILS Im am 0¢YA1-14 SM MID M! Im I I ROM H- I" MIM I r SAFE iATEM LOADS FOR 8" PRECAST A PR6STRE886D 1J tRShS SAFE LOAD a" PLF LENGTH -TYPE SUB 8,78 RCN1U 3'-6" (4;0- PRECAST 1025 1024 1598 4'-O" (481 PRECAST 765 783 11309 I PRECAST 592 591 1073 5'-4" (641 PRECAST 411 411 t 745 5'-i9°(70' PRECAST 340 # 339 615 6'-6- MI PRECAST 507 721 490 # 7-a ( ) PRECAST 424 534 363 512 9'-4` {112`j PREC35T 33'2'6 2'.0 la'- 6"ti2un PRECAST 284 4.01 i 18G 11r 4" {,38` PRECAST 260 ' 452 154 12'- 0"(1441PRECAST 244 402 137 IN- 4'(1601PRECAST 217 324 110 14'- 0"(16fl PRECAST 205 293 100 14'- 8"{1 76') PRt N.R. 2S4 91 16-- 4'(164') PRESTRESSED N,R, 259 83 20) PR?£STREM N €i, 194 64 19 32" PRESTRESSED N,R, 148 r 52 21'- 4'(256') PRESTRESSED N.R, 125 4422 1 22 - T (2541 PRESTRESSED N.R. j 16 1, 40 24'- D"{288")PRESTRiS S Y,Ti 91 33 SAFE UPLIFT LOADS FOR 8" PRECAST A PRESTRESSED U-LINTEt.9 14. Me I SAFE LOAD - POUNDS PER LINEAR FOOT 3'- 6" (421 PRECAST 4'- 0" (481 PRECAST C-$' ( 541 PRECAST 5- 47 (64) PRECAST 5'- 14"{7O PRECAST 6'- r (73 PRECAST 7'- 6' (90 } PRECAST PRECAST 1D PRECAST i2'- 0"{1441 PRECAST 13'- 4"{i60J PRECAST 14 - S" (17C" PRESTRESSED 15'- 4`{SS4 PRESTRESSED 17'- 4'(2O8 } PRESTRESSED 10 - 4' (232°y MSTRfS5Et1 21'- 4' (256' 'RfS? - 0 22'- 0' 264 jPRESTR£SS0 24'- D` (288 j PRETASSED THE 1VWERS Pi PARwKS15 ARE P-cTfff MWAXS FOR ORADE 40 t tU UthtgAL Mit M to ut W= o yr z PELD ARCED REae SEE {-NERAL WrE RD, 4 ON SRffM 3 OF 3. rnozx r PROAI5CTI22sM( SGD b4 CAPipi)'YRB ttJ1211h4 i').flt{i at cum.RY ki '''' y{• CtitG4 8nlfil DeC $'4 Ft9 a Aw. pt N o AY..V'iretiw; Z 19 hceep a cs r c 7 /s Fxyt os s ZoZz 2 Cp tpb}yly nzxzaz J7 RY wn i3yy XR11 Hn7Fs - SHFET 3 OF 3 2 ai Ca WoS kdiecS 4 iSr EM ARE PERCERT REDU01M FOR GRADE 40 CE AkL gal NO. 4 ON Sli-7 3 DF 3 r ayo,a,,ucrn»vwuo AAm cu IM eZCUGPAffUN0 1L 324CilSN Dr EFFNER, R. 33bii4 N o RE7E 8" LINTEL FABRICATION DETAILS r SAFE GRAVi1Y LOADS FOR B" PRFCASTwl 2" RECESS DOOR U41NTELS THE j\aW RS N PMEN?FiMStS ARE PERCENT REQlfC37C33S FM OWE 40 WID OM REEIIAR. SEE CENE-Rk WTE NO, 4 SEE 014E NOTE Is bL Wd.k$ UZj I 4, Ydb 4-112' I i rmWW ,4 tot tad+ I. sca=*I. re+8sd eek !tp{a*s'ng gcx9ag. 8' a c si &.bE #tom Rfl a pttdc- 671t1. 4400 gsi a"t >. 3ro4 yAt4U.f.M1LI 0 II 4fFi! .j $ bE 13} T. talo ltt wAow *1 Sw3oii N W to t t¢Aar alt {p9 t'>r ah Mus 0 d *1KCa iA P'tKd9AJ°'%4i ASAIRb WhV iDPtPY°L SOCCTy. 19 :jf%tE i 1S1<t dt 101 tm GaOptttW fMQ.11ii 19 0 pis lALa(W ASN /6±b CfOlt Rio a41 1 140ded IlIDi1(gBiTJf11 MI Ef 4Gt9 C°1 /} of t91 Ii0(d0.G3 141MA O}1i i}KtlRd (-0l ids gt 6fA aE6 a4AC#1 i¢YO7W1' praUets°g s4°ad gqw¢r fSi1t M1E 44'.at 270 krr tda4a`Nn mat*t W A571d ."iA T1pF k a 9 APOW } daodiottr Nat S 1Abad 2) 78 ttaa kod iS1k, based " mww 4 ie* d aia1 9. ivcaYn n&a why lAl. it naars9'.,'7n '. 1 Sets *a' 1 toad 30% hoem 16j t'« earp t WE b4VI mi 4Aaac. — .5 bad k.M +.d kW W919 AWW IN fat A" kop . 00 Am" rit awtt Nod 4- lad k."A b%% tlinrtti 3) pJtn4. la NMW W tad Nud #-K, 17) Sak N.d! at *,i. A) Tu mus«b. k parcaAa'3 56i pextai ra3*03m fa p ib bit addta > it) Sds;.A —d to T.Zwd d.)p OM* W 4 We lad A'p 314 14, LJOi 03-158 "k yyttalSr 1.4 "pS12 019) r% aS'L rtAeeiaa b 84M {SS) a 01 PO Ad%—1 b}dtt moa ayt ar, ba T a1 + b - - rfi>tarted m«:rati maleuy mX. 7 '* #tw sfdd, ski taaaRc f. at extttte 21fE7 dam' ?R{3f?i34T Ro.'^'.'i: ii. b ' k SSo fkh is c;7iY+np si'i ht Fkridx aa saa i sae4,3.a r _o2z 7', 0" 17 ttbgF+ 7 b, ,*;bU d 4r I" J.5 mb— T ° as « t k aa at saw t.1 as p as ua at.> * d :- 1 c Iola d nlpwt, 10) E.R. - Nai 8dtd I) 80,kK Add ad" Tow to 4a kcsltd i M. Dolan a tp. b9m1 —121. 1 f2' CLR Tf.9 SEE SAFE MEW LOAD V&ES FOR aft W IT'mt c litRd. CC:ns£ 15 Ism o 0l OW SAFE UPLIFT LOADS FOR 8" PRECAST W12" RECESS DOOR U-LTNTELS 4A 4LF'9 SAFE LOAD - POUNDS PER LINEAR FOOT TYPEs LENGTH aT so 1 a s4 a ss-s z eRFes sa-lt ma-27 mo-etwi4-2 xa6 , w22-2i w2e- 3a-n 5 v PRECAST7 USZ= 3058 3751 440 6140 WsW5 7666 1 2767 3058 3751 4445 5140 4'-6" {34'} PRECAST a? 1034 2272 2939 3807 4275 4943 987 104 1 2272 29N UW 427.1 4943 5'-8" {65'} PpE E7b 1 1797 2326 2E54 334 3911 bn 1259 1 1797 232E 2E54 3382 3911 5'-10 {7) } PRECAST 655 1247 174 4 2773 32E8 2799 tj oii 1233 1748 2259 27n 32E8 2799 6 8° {$0`j PRc ASC 70 824 1 IUD 2429 2E79 3325 Sn Im 1= 11W 244 2579 3 T^6a { PRECAST 6 742 13bi " 170 214E 2687 20 5% m 1W 176E 218E 25A7 2m 340 1Y22 13% 2180 2% 5se Ion 134E M 1 2016 2S3a j THE NUMBERS IN P73tOMMS FRE PERCIENT RMIMIONS FOR MAX 44D F,A) AWED R£FAR. SEE tEiRk XTE NO. 4 TYPE DESICNAi1ON FF- wa sm/V-L$iMUD j- t "ilairun - 8F16--1JB/T MML vmj L.U. AoWvl Ai. )IG)+.FE Rein Y At l 1 f5 mom AT TV 1 j 6 AE8.8 I a 1ki71aa I seal ice; 1 * i . A*'r* a i * tPR-UCT tiSVIV;0 Lt1,7.--,VJa' 30 V WWI a zomt'13u>A svitlR 1iRe Fkaaisk y, 4) v . R4)Di7C7RpD16fygp Ottstii11+1bcPJtBide As«yu t? Na 6. 03: c iaauu 77 jn _2 PRIItaaJef3t331R88U t>aD dac ComS a>aa aZ Jd SEFRiEF#, R. M4 i:iliFilCt7Y wY F a7IX'S-. ,r MIAMI_D:AD2E MIAMI-DADS COUNTY om PRODUCT,C9,NTROL SECTION DEPARTMENT OF REGULATORY AND ECO140MIC RESOURCES (RER) i 180'5'SW 26'Str'elet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE NM-,ymiamidadego_vJeconom Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing0 the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shalt not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In 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 AT71f may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete ) 4 ", 611 & 12" high Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4 612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and scaled 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 shalt 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 prodtict, 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 entirely. 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 ffelmy A. Mahar, P.E., M.S. NOA Na. 17-0821.18 WMlAt11K)ADE COUNTY Expiration Date: 09/11/2018 4 1111W 'Rom ffiffiffi Approval Date: 09/28/2017 Z 9/-LO/7 Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED t. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 1103-0605.04 A. DRAWINGS 1. Drawing JVo. PD4612, 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", 611 & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24,2003, last revision #I dated,4pril 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 ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04/10103, signed and sealed by Christopher A. flainon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E, 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, RE, signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality Systent Manual for Cast -Crete Machine Made Precast Lintels revived on May 1, 2002, 2. Cast -Crete Quality System Manual for Prestressed Produca dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL N 08-0320.09 A. DRAWINGS 1. Drawing No. ED4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24 2003 and Drawing No, L74612, titled Cast -Crete 4 ", 61' & 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 I. None. C. CALCULATIONS 1. 1volm D. QUALITY ASSURANCE 1, By j14iaini-Dade County Building Code Compliance Office. E. MATERIAI, CEWI'IFICATIONS 1. None. ktmy 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 F - 1- Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMIVI'ED UNDER PREVIOUS APPROVAL 9 12-0209.12 A. DRAWINGS 1. Drawing No,FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of 1, prepared by Craig Parrino, P. K, dated March 24, 2003 and Draining No. LT4612, titled "Cast -Crete 4 ", 611 & 12 " Lintel Safe Load Tables", sheets I through 3 cif 3, prepared by Craig Parrino, P..I,,., dated March 24, 2003, last revision dated March 11, 2008, all signed and seated by Craig Parrino, P, E., on March 22, 2012, B. TESTS I , None. C. CALCULATIONS I, None. D. QUALITY ASSURANCE 1. By Miand-Dade County Department Of PCrn7itth1g, Environment, and Regulatory Affairs. E. MATERIAL, CleRTI[FICATIONS L None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and seated by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 Edition, 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1, None, 13. TESTS L None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Alfianti-Dade County Departinent of Regulatory andEconomlc Resources (RER), E. MATERIAL CERTIFICATIONS 1. None. E-2 elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09111/2018 Approval Date: 09/28/2017 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 0 14-0903.03 A. DRAWINGS T Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, dated 03124103 and Drawing No, 174612, 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 I None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P,E,, signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER), E. MATERIAL CERTIFICATIONS 1, None. F. OTHER 1. Letter,from Cast -Crete USA, Inc., dated 0811912014 signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2014 Edition. r 6. NEW EVIDENCE SU-Bp&trTED A. DRA' VINGS 1, None. B. TESTS 1. None. C. CALCULATIONS 1. None, 1). QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatoryand Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1, None. F. OTHER T Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete UXA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date., 09/11/2018 Approval Date: 09/28/2017 E - 3 4IIV HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS typE "a' TYPE 'A" STIRF 3 SPACM01, 5- 4- IA' STEEL LENQTJ I I 4' i 161 3 4' jw, 1z 4- SOLig-LIdUl DATA TALE 19" PPrr.A,,T t1-11MTF1 DATA TAKE siww sTm "I UAWU Ole; P. V. AM 0 Son A..Tmpfm srmmt - Ah* owr 0 A .13 . If m w ?OTAa. xiH or -ww- sm- w CWft ]}AA** opmar STAIMM fl. - — rm M Al 4 sbm A" u rw rrx zom w w sits ox-fi — Mmm - 4f V mmk= UK FAWK4T13a flf=ama"IoKnm gip iKoi 2 SUM" rx" UCH tN 4p= A"U " f= PWk y PROCAXT RFVtSL1J) 0. av4 c NO 6324 CR 679okv 4411 F FL FL 101wo.- NaW% MEMM Of i ME" PRECAST AND PRESTRESSED LINTEL DETAILS Mf P.WPrJU-14 MUM ; SPAL AS Iwo 1 u7p IWO M=V; OMPARMM I mwa fma $vm.>:i::o:r11j I Wade Rp ATY-ptL t is w, im -a- DO M13 5 9L22 M3o3- tmw1x-4r 4 i 3ERAL aTis 1} Sdgtedo3s to 4' p,—t MW .,W PQ 6c 5' G 12 ssg4 F,04 . M wry vza,prwjacs r+'aar ,4 F.61S ad. 8u fe aMf iSUd Mh' 'P• a S 2) AS safe fed Sold. Dwarf w mi,*" 4 1*0 ww" eafag. tuoOomx r fest bads Fota d tm, V, 12W aidga1 Is an60wm. Y07 cn5nq kWhs 3) Prork. W male bed and head joAt.. 4) Th aq*e, I. Ind -.tu tb, P—.d sadmdng for V.& 40 414 tddtd rebar. uz 6az; ize' j - l t aaod 5) Al fe4ek axes., exsod d cWms ® a t afs e in `-t a s Daft. or .sued t/1&3 4elatom Uso b bftd to Opd&m Moot' %A F1.14. Cads Saor- 160"1 g. 6) Sha. food W.I. a. M?k*4 7) 4' said Lot" to to iro!dkd xJ 4' bwfxot&d o14 b' dig rlro ver@coi. a3 l t.4,' w*.t of haw -.i w,* •ith 0. ahp.<two S) StA de.{grw ou'vasokat. ceu nlsokd bob i(xm t'N sd• bad tame ty lccke.£ oibgs a+oximag tasi: m *Wwt ¢ad .tact xd d-mrq from Lha 12) 6 8 'a i8NO pckAea 11m wato dat,rkagm9aA09 13, Too .AW4 =1" 0 m d oc'N f.0= h 1feurAw-8wab3ft9. t4) ilgieis #+v'a aM9vsH . 1h bob ehadd >p deaktd !m Gx tM /d'asuy eataot:. d "Iseas badba?tata trod I.e Ysr Sate ti.. a bodt $aio oAmota{ food 5 15) for ompo>fa 6* 1 heib4 got shofa, — to ;oed from v;A low brood 4o•n. 16) Fa PAIR W qU mt ahre4 '— saf• IOW !mm Wt taN.at WNih eiwam 17) Sole bone ae suP. ri"*..d o4oseble bode, It) Soft ID06 bond on ta2wof deep o *,u Pa AD 530 and An 31& 19) Adm.,A 30wol mod caP-,v naa be akhixad by Ua 6V 111111 g add i" r.W.Mtd oanacd. —..wW-A {RCS1U} o4mr. 0'mLate£. Sae oI.. aior SEE SAFE LKEflk LOM TAKES FOR LOAD RAW FOR EACH AOOiS30W REINFORCED CIA) (" U) COURSE 15 RMAR FOR a LWTELS e CLR TYF i ? i.' 2) 15 REW FUR IV LTNIELS GR40 or 9M SAFE LOADS FOR 4" SOLID LINTELS i 1 T41 GRAVITY TYPEI LENGTH 4S$ 3'-6' ( 42' PRECAST 1180 4'-0" (48) PRECAST 959 4'-6' (54) PRECAST 789 5'-10' (70-) PRECAST 460 78') PREf,AST 360 7'-- 6" (901 PRECAST 260 9'-4' (11n PRECAST 156 10'-6' (126") PREC , 116 12UB A[R4R+! UPLIFT LATERAL TYPE LENGTH 4S8 S8 3'- 6' ( 42) PRECAS" 687 371 4'-0' (48 j PRECAST 597 320 4'-6' (54) PRECAST 529 258 x i 5'-10' (70") PRECAST 16'-5' 407 148 7r PRECAST 366 18 7'- 6' (90) PRECAST 280 87 9'-4' (312) PRECAST 187 55 10'-6"(126) PRECAST 152 43 12FB 121`12 12F16 iC) NtL a Nei &o5ad tt) salom W oddrd omr to bs muted m to* boilom of ut sa< aavar• PuozsUc z ulssa $U8 Ve $ F12 $F'6 a `# t• ( #`: '.. ea«ns,olri., n{ r::« -• ^ s:;:;, j `a 1 mavm/ arm Qmtqq 4gjA.2 18 a e.;,,-,%. ,,r •';. 1:i=:a. s: TAPE pF'OGNAT70: 4dul Y*, e. ,. .. ,, ,..... 0.IRYNr aF / d . k> aR N ; •' • : L t l „•«; J'",'S!+ '„ x : r. F' v i J SdNd a' csm agar ,A{. - 92F6-2f2T L 03. XWA N , •, t '' i( II..fasr¢a ) 9i rl sn4A. • ~•:• 1S, ARASNa dm C ILaiSS tjl :•. y - ` - } j.. rf n *•'al .' t• r Y :S 4S8vo, T ,` G , '< 12F28 12F24 12F20 J • i • • • • • . /r/ / 1?C CfWGPARRiPSC3avkolim r.ita 1r F OW4As 100111 - O R l l 6324 CR 579 /* R3??,;'CS . F32 6F2$ $F24 $F20 'Ge S g.; ems' L8 pMNO fluo T.iRade`.,a'""`""m''''•`. CAST—CRETE 4", S" & 12" LINTEL SAFE LOAD TABLES C 5. 6 i2 f 4 so.r L fai me Dvias-14 GfiAS 5C AMA" SML. Ki-iiS:rat WE, 3 f03 CWMO ST: DilMI'S'VA L14612 SFX 1 Q6 3 SAFE GRAVITY LOADS FOR 6" PRECAST U"LINTELS 6AlRECASLATERi. LOADS FOR 6" PFIEGAST 13-LINTELS 4—r- 4—M s SAFE LOAD - POUNDS LINEAR FOOT 5F32-18 40 +Rt' N SAPPE TOAD TYPE 6U8 BFS-18 fiil2^i8 6F16-SS 6f20-18 6f24 18 LENGTH 8128-1 DOTE `"'----`m_ PE 5U8 SF8 I RC&IU 3'-6" ( 42') PR£CASi 2332 2578 3692 5050 6148 7227 8297 9357 q 3'-S" (42' PRECAST 587 i 105W 3 5964'-0' ( 48') PRECAST i 2C25 ? 2313 a 3892 j 5050 $148 7227 8297• 9357 4 --C- (48 j PRECAST i4'--6' 487 787 445 4'-6' ( 54' PRECAST 1654 ( 1887 303 5050 $148 7227 8297 9357 8225 54 PRECAST 416 609 344 5'-10'( 701 PRECAST 1067 ( 1260 2198 3557 734 7227 5'-10'(701 PRECAST 300 350 ' 198 6'-6" ( 78) PRECASI 949 1D78 i831 2850 14,328 ' 6737 8297 9357 6-e (78-1 PRECAST 253 496 157 901 PRECAST 77S 883 1459 2188 3151 4524 6654 9357 7'-6' (90' PRECAST 222 367 116 9'-4' ( 112') PRECAST B541660 j 1058 ` 1523 2084 2795 i 3731 5017 9'-4' (I 12 PRECAST 173 352 74 fY-6'{126" j PRECAST 503 S56 895 1270 1705 2235 2898 3747 i0'-6'{126 PRECAST 151 276 58 s PRECAST 457 513 805 1133 1507 C 1952 2492 3163 11'-4'(1361 PRECAST 139 311 49 12'-O'(144' j PRECAST 425 s 477 744 11042 1377 1769 2238 2848 12'-0'(144') PRECAST 131 277 44 13'-4"(IMJ PRECAST 373 i 417 645 895 1170 1485 1852 2285 13-4(160) PRECAST 117 } 223 35 14'-0'(I68") PRECAST 351 392 605 835 IC87 1373 703 2087 14'-O'(168-) PRECAST Ill 202 32 17'-4'(208j PRE AS N.R 299 455 620 794 i 985 1198 1437 17'-4'(208') PRESTRESSED N.R. 130 21 THE MUSERS 94 PA3ENTHES1S ARE PERCENT RENUCT{ONS FOR GRADE 40 FjaD ADDED REGa SEE GENERAL NOTE NO. 4 SEE GENERAL NOTE ) 8 T. 1 SEE GENERAL NOTES - SHEET 1 O. 3 SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS ON 4-M SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH VS-11 16E12-IT Sf16-iT $f20-IT 6F24-IT 6F28-1T 32-IT 3'-6" (42 i PRECAST ?4?2 2074 2715 3356 3997 4638 5279 4'-0' (48' PRECAST 1 1225 { 1800 2357 12913 3470 4027 ! 4583 4'-6' (54") PRECAST 1083 1592 Z084 2577 3069 M62 4055 9'-10'(70, PRECAST 831 1222 1500 s 1979 2357 E 2736 3114 6'-6" (78 PRECAST 723 1097 1437,X 1777 2117 j 2457 ; 2797 7'-S' (901 PRECAST 648 863, 1249 1544 m 184014 2135 m 2431 ff 9'-4' (112-) PRECAST 575 571 980 1252 1492a! 1732 f i972 i0'-S'(1261 PRECAST 514 462T 787 1127 1 1336 i 1551 i 1766 1 i 11'-4'( 1361 PRECAST 474 404 685 985 1213 1442 + 1645 1 12'-C' (144') PRECAST 454 3870 619 8381fl93 1299j 1506 IS-4'(150") PRECAST 9O2 308 t i f 51fi 736 106 1076 1247fm 14'-0'(168 j PRECAST 368 285 475 677 832 989 1145 17'-4' (208 i PRECAST 253 208 33B 1 476 585 593 $03 THE NUMBERS 1N PARENTfi`EW ARE PERCENT REDUCTIONS FOR GRADE 40 RELD ADDED RE8AR, SEE GENERAL NOTE NO. 4 M- F I1-- CAST-CRETE CA1i..3iw"t" e RATE'— sca; 0, PPODUCT:tfivlsE; c wmplys'ng wit4 ti:c Plemi nsieins ca, Acceptance Np ' O 2 %. %$ C•.p' tian Dase $ 14y 1 D < oo- s« ca.ut,s RflDUG'TggYLS:,fl rg N t6c Fkddn 4,,° Aearp{$ate r rLlan Lute a _ o 3, 0 3 CPAIGPARR1INO 324 C9 S79 l bm`Da MrRIER. FL 3, 3584 aM co„sna FL. P.E, r-140.44758 4", 6" & 12" LINTEL SAFE LOAD TABLES mm of, WAH Avm I wu'. N,i.S. SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS WW41"" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE'2US IM-28 1 12-211 12F*- IMM? 12M-28 I2F28-28 12M-20 S-6- (421 PRECAST 3428 5000 5838 7619 19352 11060 412755 14438 4-0' (48) PRECAST 2923 4232 58M 7619 1052 11060 3I2755 114436 4'-6" (54' PRECAST 2396 13464 5304 7619 052 IIM 12755 14438 V-10r(70`) PRECAST 1612 2320 3218 5234 6487 11060 12755 14431,4 6'-C (78) PRECAST 1383 1986 2879 4196 6421 IM32 12755 1443§ 7'-e (90) PRECAST 1133 IM 2131 3218 4676 8756 9763 V-4- (112) PRECAST M 1216 1535 2230 3083 4187 5593 7552, 10'-6"(126*) PRECAST 614 1043 1 1295 1 1853 2515 3323 14334 5632, 11'4'(1361 PRECAST 518 j 945 I If2 1649 2216 12893 3719 4746, 12'-- 0'(144) PRECAST 456 878 1073 1513 2020 2617 3333 4-205. CMWPRECAST 359 767 , 926 1294 2128 2743 3409, 14'- 0"(168') PRECAST MI 720 655 E17O9 5 120415842011724513106 17'-*( 2081 PRECAST X.R. 451 631 881 N 1141,j 1428, 1750, 2102 W- e(2321 PF-6Sl NR, 343, j 477 152 1 W 70013w, 1609 5X K%WM N PAR MT SIS ARE PEMM PEXCIM. FOR MAX 40 M0 ACM MOK SEE CENVM NMI M 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U-LINTELS mr- 4-mmSAFE LOAD - POUNDS PER LINEAR FOOT LrzN': 3 ::HTYPE 12M 1205-23 Mi" 1204-42NIe-21 Wrt-V IMS-V 12RFJO-Z 4!-+" (52') PRECAST 2538 2942 5468 7584 9640 11669 13679 15679 14!-e ( 54-) PRECAST 2319 2740 5468 7584 9640 TIM 13679 15679 V-8- ( 68') PRECAST 1347 i 1841 355, M WO 11669 113879 15$N PRECAF 1151 1758 j 3381 5954 935B IIM 13679 1567, 6'-8" ( 80) PRECAST 924 1430 2633 4415 6384 1035.-C, 1257A, 1480C( 7'-6' ( V) PRECAST 703 1203 2157 3494 5259 7922 9623 1132. 9'-8- ( 11 ir) PRECAST 3S9 843 1451 2T57 3203 4427 5+17 6384 M lfflff WMAM 1, Ii = m ' 11 2U5 11 2F81 M-.-u 1 3'4" (4n PRECAST 129E 4'4- (48) PRECAST 129E 4'-6* (54) PRECAST 104E 5'-10'(70' PRECAST 681 6'-6" (781 PRECAST 579 7'-6- (90) PRECASI 474 9'-4' (112) PRECAST 355 PRECAST 306 11'- 4' (136) PRECAST 278 12'-0- (144") PRECAST 260 PRECAST 229 14'-- C'(168') PRECAST 216 7'-4"(203) PRESTRESSED N.R. 19'-4'(232') PRESTRESSED N.R. SAFE LATERAL LOADS FOR 4o-=CnACT.40" acr.mannno w SAFELOAD 4-M- 4—M11PLFLENGTHTYPF12RU12R41RICIAU4'- 4" (52) PRECAST 1295 3692 1258,6 4'-6". (54") PRECAST 1213 3458 2417 I 5'--B' (68') PRECAST 1 784 2236 165 5'- IT (701 PRECAST 747 2129 1552 V-e (80) PRECAST 602 1716 117, 7'-0- (90) PRECAST 504 11438 914M 9'-8- (1161 PRECAST 355 1 loll SAFE UPLIFT LOADS FOR 12" PRECAST U-UNTELS 1) THE MM M PARENTHEM ME FERW(f PUM= FW% QtAX 40 MD AG= REWL SEE 6M#MTE ha 4 SAFE UPLIFT LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE IM-N 4'-4- (52) PRECAST 1626 26M 3746 4806 5367 6928 7989 4 1558 M M 4623 5843 8664 7684 58-; PRECAST 1210 12042 2850 3658 4466 5273 p MI 5'-10o(70) PRECAST 1173 1984 270 3553 4338 51123 S 61-81 (801 PRECAST 10201 153e2426 g 3114 3502 44B9 15177. 7-6' (901 PRECAST gojMug 2776 33SO 4003 4617 IIsI PRECAST 1226M 703 771 1472 2181, 2663314536284 AWM IN PARMESS AFX KRnT XMICZ fGR WODUCTREVI= R CfWG PARRIW W4CR579 4 I SMGRAk 83564 F SEE GENERAL NOTES - SHEET 1 O3 U GULMLNOTEIVENS, I I"ODUCTRBVISSD Y"T, wilb a. 144-v C& 447E F 7-CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES FUMML MM-14 I cam or., jawmmw Sme M-% 1 1 1 1 1 1 W/ --- W=i== I umt; 4121493 _I CKQn8f., 01tAft-ft VW2 SVEE13OF31 MIAW WIMIAMI-DE COUNTYaPRODUCTCONTROLSECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) I t 805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-24711 T(786)3t5-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA)._..__ 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 AI, 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 Al-IJ` may immediately revoke, modify, or suspend the, use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the, requirements of the, applicable budding code. This produet 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", shoets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and scaled 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 shalt 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 consist,-, of this page 1, evidence submitted pages E-1, E-2, C-3, E-4, E -5 &; B-6 as well as approval document mentioned above. The submitted documentation was reviewed by Ifelmy A. Makar, P.E., M,S. NOA No. 17-0821.19 CMIAMI-DADE CO Expiration Date: 05/21/2022 Approval Date: 09/28/2017 7 Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS J. Drawing No, FD8, titled "Cast -Crete 8 " Lintel Fabrication Details ",prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet I of 1, and Drawing No, LT8, titled "Cast -Crete 8 " Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision 94 dated 041281,98, sheet .1 of J, both drawings signed and seated by Craig Parrino, P. E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Allodels, 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, 349pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. z 'Calculations for Cast -Crete 84inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATEIZINI, CERWICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996for cement by Southdown Brooksville Cement Laboratory. z Mill Certified Inspection Report 420-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3, Alfill Certified Inspection Report #20-8345 dated 1111-3195for pre -stressing strand by The Crispin Company, 4. Mill Certified Inspection Report 42111-078240 dated 04125196for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02129196for #5 rebar by Birmingham. Steel Corp. 6. Alfill Certified Inspection Report #58-A 66332 dated 01128196for 94 rebar by Birmingham Steel Corp. z Mill Certified Inspection Report #84-M20749 dated 04105196for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report 484-MI9805 dated 03106196.fi)r #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04121196,for #4 rebar by Birmingham Steel Corp, 10. Mill Certified Inspection Report #84-A4,'20652 dated 04103196for #5 rebar by Birmingham Steel Corp. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date. 09128/2017 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. .Mill Certified Inspection Report #84-M.20 749 dated 04105196for 95 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control jillanualfor 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. 1). 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 ff-2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8 " Lintel Safe Load Tables", sheets I & 2 of 2, prepared by Craig Parrino, P, E, dated June 7, 1996, revision 4-5 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 ASTMS-529-94, prepared by Applied Research Laboratories, Report No. 30404.8, 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..P,,, signed and sealed by Craig Parrino, P. E. D. MATERIAL CERTIFICATION: L Quality System Manual far Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. M.S. Product Control Section Supervisor NOA No, 17-0821.19 Expiration Date. 05/21/2022 Approval Date, 09128/2017 E - 2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTE 1) UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8 " Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig 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. Letterftom 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 L None. 1), QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION L None. F. OTHER 1. .fetter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, RE, certifying compliance with the Florida Building Code, 2007 Edition. J(clmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. t7-0821.19 Expiration Date: 05/2112022 Approval Date-, 09/28/2017 E- 3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6, EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. .Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1, None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatoly Affairs, E. MATERIAL CERTIFICATION 1. Alone. F. OTIJE R 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and scaled by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and scaled by Craig Parrino, P. 14,",, 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 Miaini-Dade County Department ofRegulatory and Economic Resources (R-ER). E. MATE MAL CERTIFICATION 1. None. F. OTHER 1. .Letter from Cast -Crete US. , Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. t—, — ark, P.z "M.§. 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. J_ NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 016-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REA). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. fetter 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. Vercation Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTMS-529-94, prepared by F7Z, 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 ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1, None, Product Control Section Supervisor NOA No, 17-0821.19 Expiration Date: 05121/2022 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. Alone. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None, F. OTHER 1. Letter from Cast -Crete USA Inc, dated August 08, 2017, signed and sealed by Craig Parrino, RE, certifying compliance with the Florida Building Code, 2017 Edition. my A. Makar, P.E., M.S. Prod net Control Section Supervisor NGA No. 17-0821.19 Expiration Date: 0.5/21/2022 Approval Date: 09128/204.7 E-6 tiiGH STRENGTH PRECAST ADD R00L=R0QWZD PROI),Ucr. RT-wisco Filid. as .mWjyips .,;61 i0.- florWo Bruin Cdc swidin A-0— a-W-7.k 017 gyjpg With f. F C.,k AZz L7/32':0 BAR S-RRRUPS URIL25iPIL5 7/ 32"0 BAR-_ ILM- 9- JKU . WU- LiNTEL DATA 'TABLE 7 9 21 e j L 1 4 7W 7/= BAR It' -I" 5 0 V 314' to K BAR I il2r 140, 219 m R" PRFCAST W1 2" RECESS DOOR U--JNTEL DAFTil mill NIX10-ME icam RUN laffin 01M PRECAST U-UNTEL DATA -TABLE iff- VO, r4" C- 41 71- V- O=; IBM 24191 -t TW pRopraTM WOVA1106 is MOV=o FOR rR== eMYA. Ir IS FAVIECTIM or conow LAM AM W= oz xn%lw= " ==Via vmw ym " warns 1'"Sm of an--cw-m VIL uoC 71L W HP A_ 1EL RE4iE=M0 CABE FAB&QW&M= t. wmcc 3m" aFMmi olt*i I nw,*" ME'; Too Dun, E7smW AW9 AAJ- M, Of- SI;FAVMTHM IM COKME SMEWUM - - womm nam WFVOML211"AS I sl" M" ?AU—. I" I - - = ;; Z Lk nou ru$ m PAE= a xw uwflls. 24 fD4tios M toqmwnm rml- m 3. Bom mimm M=. - ojo B==V-1 A. REP ` M S1ii" PMTM$W to Sam twm ma MAX"ic FWCM 7' to canoxial, VVhuw FW,& CRAIG PAffiN0 6M C13 679 SMMEP, PL 3M. Al- 0 FLPZUC.W-44M 1 CAST- CRETE 8" LINTEL FABRICATION DETAILS C ACC aon%nw 1 nanc PnR A" PRECAST & PRE'STRFSSED U4JNTEL8 4 R4Y4m' SAFE LOAD - POUNDS PER LINEAR FOOT TYPE! LEN371i 8.18 W-C8' t2-XSFD-18 812-£H die OB 2fl 49 i 08 8F28 99 OF32-tf6 ZFIS-3 F23-14 BF24-I6 8f28-18 Si32-18 3'--C (4n PRECAST 2231 3m y 3711 464 5163 i 6607 sa54 S502 Iml r 113 7547 D474 0394 1IW9 4' 0 (48 j PRECAST 1966 2561 2693 2751 ws 3620 4M 5"1 704 107 61t3 7547 $974 { i 1130 4'-6' {54') PRECr1S' 1r3yg i969 2100 2119 4371 2931 RM- isn 6" 6224 E113 75q tm 8672 1=4 1TD 4' 64 PRECAST T217 3us , 1430 i Im5365 On 3123 3566 4248 7557 7342 D733 10 5'-10 PRECAST 1082 1105 1451 1173 2622 183I 230 1 2543 WO 3M 4360 7166 $036. 718i SUN* S'-S" (T8') PRECAST g 1238 1236 217 2 777 34 a.,1 3707 4303 5091 UW SW D360 1939b T-6' (90) PRECR6T 793 nit 101I ' rM 1729 2832 2205 269D 3191 306 2981 3M 5667 AiBi 6472 pc 9'-4' (? 11'j PRECAST 554 m 1160 752 110 16lP 2%4 34M 2415E 32 1643 294 34IM5 9 S0 10 '--6" 1 PRECAST 475 43 8`M 1 1247 2053 1777 2IS3 2w 27DI 364 47Mig i1'-e(136')PRECAST 362 2 bet 90 0AS 1846 2423 3127 406 1366 I643 24M 3127 40M 2 O' i4A PRECAST 337 540 Mi 673 D73 1254 IW 2193 3W 1254 1684 2183 2W5 3552 j i3'-4°{', 6i7") PRECAST4 265 471 i 7S 7% m 1074 i42 9 I 2316 W 1075 SY26 1M Ula 2E63 14' O'(Iar) PRECAST 1272 421 442 703 70s 5092 2326 Is,77 2127 283D 1002 132A US7 2127 0 I 14'-6"(176') PRESTRESSED NJL 1 n9 Ii458 783 ra I379 1061 2243 231517 2712 i5'-4'ti64') P iESiRESSEG N R K14SZ tan 710 rib nn m 4a a 1250 1133 2m 2329 73I3 17'-4' (2081 PRESTRESSEDORiNa7, i& Hn 5 RI1 i 39i xA i4 650 1328 1699 164A 2047 19'-4°{232; PRESTRESSEii1 j pLp. 235 I 420 MR K RR W 7W 1931 1 I26Z 1 1515 1716 21'-4° (256'j PRESTRESSED ' N,R, 1& 76A 344 t t11 H4 3588 &15 1114 i3595 i468 22'-O' (284') PRESiR£SS83 ID3 tRt 316 Nn tin Si ID2 RR 550 764 S0i7 IZ55 1366 j 24'-0'(2880 PR€STS= Na # 129 2S1 450 064 f 864 1 2 2272 SAFE LATERAL LOADS FOR 8" PRECAST & PR' STRESSED WUNTE18 SAFE LOAD FLF TYPES 8U8LEIS;GT1r# 8E8 IRCLfU 3'-6' (4r;. PRECAST i 1025 1024 1598 4'-0" (481 PRECAST 765 763 1309 4'-S" ,(54' PRECAST 592 591 1073 5'-4' (541 PRECAST 411 411 745 5'-1G'(7n PRECAST 3401 33D 615 6'-6" (78') PRECAST 507 721 490 7'-S" (90) PRECAST 424 534 363 9'-4' (1121 PRECAST 1 326. 512 230 10-6"{12s') PRECAST 284 401 180 11'-4'(1361 PRECAST 26C h52 154 12'-0"(144`)PRECAST 244 402 1 137 13'--4° (1601 PRECAST 217 324 110 14'-C' (I69") MUST 205 243 1 100 14'4- (1761 PRESIREM N R. 284 91 PR'TRESSW N.R. 259 83 PRESUiESSEYJ MR, 194 64 19'-4 (M j PRESTRESSED N,R. 148 52 21'-4' {256'j PRESTRESSED N.R. 1 125 42 22'-O' (264j PRESTRESSED IJY- 116 40 24'-0' (288") PRESTRESSED 5 I LR, 91 33 I Is Mai SAFE UPLIFT LOADS FOR V PRECAST & PRESTRESSED U-LINTELS BA=,&4F 9' SAFE LOAD-POUNDSPERI.INBAR FOOT 3'-6` (421 PRECAST 4'-0' (481 PRECAST 4-'-6' (541 PREGASF 5'-4' (641 PRECAST 5'-16'(731 PRECAST 7'-6' (90) PRECAST. 9'-4' (1121 PRECAST 10-6" (126') PRECAST 11'-4'(136') PRECAST 12'-0"{1441 PRECAST 13'-4` (1,601 PRECAS? 14'-0" f168') ?RECAST 14 -II" (176') PRESTRESSED PRESTRESSED 17'-4'(2061 PRESiR 'D 1P'-4'(2321 PRESTRESSED 21'-4'(256') PRESTRESSED 22'4 (2641 PRESTREW 24'-0'(288 PRESTRESSED M 4P 7HEW ARE PERCENT REOGCTIM fOR GRA3f 40 Gf9ft DOTE NO, 4 ON S°#EE7 3 OF 3 l'ItOD114`fR13Y1b'I3D l vl+a4 ii%1kIbo17Piida ' A4zkptuiin NOL ,.O F . P Z OR IGPAJi fM Dtie / bkAW • 63'24 C.F1619 nY I TE 8" LINTEL FABRICATION DETAILS d 8Xf t 7.L - rtCS, 7t9, G754 5[di$ 6W' °sm On MW Pa96'A0. U - RM = Alto T MMUM = 2 0f 4 THE NUQERS UI ?wmHFm ARE PERCW RECUCM45 FOR GRADE 40 0 FIELD ADDED RgAR. SEE GNERA1. NOTE NO. 4 ON SrE 3 Of 3. RBtt£jY£D lRon l7cr G E N ' PIi4DUCr 12%VLYEIJ 15 CAtlZP1)')IS$1Y1111 {11C 1'IQfltill SfI1t1iR COds Bv11 llpjy* o'n Baitd3ng C«k 9Astpwu, No 2 - Z .1 1 i'" Nlt1) u:kKi iiak: 2 2. Ax 0S27. 9- L Uaia$ ZOZ"L As:.ryWozs No n - p > 81' I r 9 1'J j, SY M1C n1Gi-1 vft Mu4mi W9i pT PTV .s{ 1 /Pr J'I w> aa1 1ao7Fs - SHEET 3 0P 3 q itlf to caccr_Aav3-rvtnnnca=nRi+^aRFCAS'i•uri2"REGESSD{3'ORi!-llASTELS nu nberSAFE LATERAL LOAB&FOR ecr, 49-l?rn=aannM11.1INTFIA 4, asr agva E SAFE LOAD - POUNDS PER LINEAR FOOT p SAFE LOAD 7YPE1 LE 1UTH j s I efts e sp 2a e> T. 8RJ6 RF& r2CkAU Sic td Fto ss at u-t f a ; zz-t se l£N 7TH 4'- 4e i52i PRECAST 1 1749 3R15 3280 4348 542t 1 6493 758 757 1164 Iasi 3599 5208 6639 50 4'-4" (52 PRCAST p47S 10M J 4'- 6' 54 PRECAST 1494 1596 3663 2992 399 074 479i 93 G4'- 8" (W) PRECAST 694 693 1073 1758 69" 3589 S2ti6 6638 8060 8$) PRECAS 366 9" 5 i770 i716 2277 2539 3402 7? 17 93t1 5' 8' (88 j PRECAST 40$ 4fl7 8b5 1167 2481 45II7 6w PfSECAST 810 839 SS53 ISOO 2124 260 3174 3700 - 5'-10° P7KWT 382 381 616 1113 2332 4242 ts3i 74 59A 6'- 6" (8+Y) PRECAST 797 1 182s 3tm 50it 7747 9445 7350 PP£ CAST 595 788 464 901 1825 wo aN6 7915 S`* ( 801 4479MOV7- 6 (°) Pgmazc 7a1 14W M 3776 5743 bW p- 6' PRECAST 509 674 { 363 7a1 1490 2459 3776 1 6743 90') i W&V S 1 9'- r (I16°) PRECAST 411 06 m 1588 w V 3128 1. 4m 4i50 3148 1 5691 01- 31 (06' ?RECAST 370 490 214 520 SS9 15M 2253 1 3125 j ' ME WiMERS N PARENMES;'3 ARE PERCDii RENCT S FOR GRADE 40 =sus LILWIN- reo 1 E ;a FW ADDED W-MR, SEE CENERAL T4OTE NO, 4 ltua w4mv 12) Udd= wa ewlwlaGlmad adx'rtk S-1%2 M'+^6 ou •S Ike ands to naamodaL r«6cd uD rddm dmj 'Pa9R3• fiord * 40m Ari pc Nail - pil n• q:oat •. J9W Pk to 6 rock ts) 7w ad°dar awkw d 5ak3= tmte9=d 1s ubria aanpK. xd karo a - un .1A.- i• aagrdKrta r%C, C-F2b ar o6lr HNoend 1• acrmi+ ffianFq' «a1s ,465} au 1;90 ,d,i ad was tobpt ne 1900 P6 14) li•td= iaaOc4 Mama+$ silk rd3wi mt?r a omutl ani Eadradd aetj fvi,'x fi Uro, te9[ebq mpradergs1wNppve• tdiVt A414 O.A 27fl t roktaeihn bob akat3d ba drcelx6 teadGt9 h.* 0dd L279T1ptdwSAppBedwrwswi } S to 21 L" soh bad Wv- bored ae 4 L* e.rakal D=aMg 1MSKa raL'aal Iw S•k kad.,W sad Sofa kab ke tnx > d 8 S mN. sd by R6: % 1=, a ... It i6} For sam}otil< Shkd !f ids .1 sAab, em s I. tad form not kw '40 elallR 8 1/2 fricM= W fet fA4 ba37u d>t shoes, ift uf. J d boas not tmn k* 9mn. Pro•&. Nd aw4f bed and M" ja d, 17) Sa'= i.* w. m%.9mp..ad Ambk boils gr 40 8m ttbw.ku4cciet $a {rxaN tadac8¢n Ix t9) Sde aadd boob =n defp7e s fdy W AD S}G aril . M 7'•$ e4i Ail-19 aariq ggF+r bcd b472 w e % 4 $471 W) - 91 ld Wj •# 4;wa1 bad sapcsk7 saR Ds op'.dc,=d by 7ka }'a+4dng ddamd wnu•H awaay nd3= 1j 3G) abom @s Setd. Eobtta 5) t ftd=b oral m eRerd Y tel7se&s. E aLex Atao4=u iyps a8 11'-4' nati jm9u ¢aoir p1Ci3f31JCiiLiiER'i33 weaaad= Ui88 daBwGoe. Seo6m= IfiN .1 a = Two. 9ddd'wg a ao n Cy ly l}t ilw>7<aria S) Skm=Md ud," AAld f-, *jmJ -o 2l 7) Ox J7 re6a'!+•J' b° IK 1Ao 15 tahos. P t d ti#d raat cwofy' z i 1Aa mciaie:twd Lis 9) 1tn at% od , d 4—v t t4a im a,, +WL to RR - M.1 a" i q Sodom &fib added utb it 4= I-W d ts bats d u uw 1%2° CLR IM SAFE UPLJFT LOADS FOR V PRECASTw! 2" RECESS DOOR U•LINTELS a h: o, r t SEE WE W R@ WAD 1 F F1SFifOR tw RKIIIi0 FLU COME POid 3) PROD= a8D sW 9p 5 REBAR Bwlft codo R1aid6 $ 4, 44 10 of GR60 As s x7*+ as s+s SAFE LOAD - POUNDS PER LINEAR FOOT TYPE; WS- IT LENGTH rf6 2i to SP f4 i 8 1 -778R 78-t aeFiz 3S' o 6& f14-21 aMFs6 &M- 17sF26- -z1 4'-4'. { 52) PRECAST 9?s3 Bps fiat 2 2 3055 3 3751 4445 5W i665 2352 3751 4446 5140 4,-5n ( PRECASr 541 8S7807 i6Q4 22M 2M3607 4,276 4943 1S9i 2272 2939 3607 4275 4943 5, (z•„ y PRECAST n 878375 1259 1797 2328 285i 3382 3911 1269 1797 2326 2454 33d2 3911 J-90'{ 7D7 PRECAST M1207 855 1748 2259 2773 3285 2M I= 1746 1 2M VP 396 2789 6 -6a ($ D) PRE AST 570 5n m1 7960 2429 2679 t 2328 Im 1530 1980 2429 2876 7°-6" ( 911") PRECAST ate 598 742. 1364' 1 2186 2687^ 29S9 m 1364 1765 2166 2567 2068 9'-1, {" 116 c 1PRECAST N5 . 395 465 884 1222 40 leqkg2795 560 1072 1386 f70I Z16 2331 CD THE NUMBERS N PARE MES1S ARE PEROM REDt1Ci1i'N.S FOR CRAi7E 40 FRO AWED REWR SEE t;£JEM NOTE NO. 4 7 fai%Tki a 79Cd T57Cii.`W tfcfr7 r hK6Tnfifl2'a7iEll14il fiYl6.lf .. DM!2NATIQN Fl F - RaM PBS / V • Uedltlt0 F -, Am BF16- 1B%lT I e".w i M0161tt1 i ti71 L- alhxa'r u 9 HaWX NEW j5 i?EBAM Al 1DA iK 0) eslo r b wzj tr PRODUCT REVLIZ- D 1-7-air AMA) nmm i 6i L8iLJ . ars4lyixtg ivi£b 1M ASnti(i: 71 {`) p4sr 7a;r; ca„ v tw oo Z J 9 D PR0McrliGYt8W 2ri6r thoFksrtda A1111111111111L, CITY OF IF S FORD Building & Fire Prevention Division PERMIT APPLICA TION Application No: 1 9-/391- Documented Construction Value: $ 51,000 Job Address: 2646 Green Swallow Way Historic District: YesF]NoF-/] Parcel ID: 17-20-31-502-0000-2340 Residentialw] Commercial Type of Work: NewL*fjr-71 AdditionD Alteration FI Repair 0 Demo[] Change of UseFIMove H Description of Work: Electrical wiring, 150 amps, underground slab, rough, and trim Plan Review Contact Person: Brandon Gibbs Title: Director Phone: 407-630-0119 Fax: N/A Email: brandon.gibbs@reedcm.com Property Owner Information Naine Starlight Homes FL, LLC. Street: 1064 Greenwood Blvd., Ste. 124 City, State Zip.. Lake Mary, FL 32746 Name Brandon Gibbs Phone: 407-708-0163 Resident of property? : No Contractor Information Street: 146 West Plant Street, Ste 240 City, State Zip: Winter Garden, FL 34787 Name: n/a Phone: 407-630-0119 Fax: n/a State License No.: EC13008106 Architect/ Engineer Information Phone: Street: Fax: — City, St, Zip: E-mail: Bonding Company: n/a Address: Mortgage Lender: n/a Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date. 6' Edition (2017) Florida Building Code Permit Application Revised: January 1, 2018 NQ_TICE_: 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 exetuted 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 ofNotary-State of Florida Datc Owner/Agent is — Personally Known to Me or Produced ID --- Type of ID 16,- eA j4 lzfbbl Signature of Contnictor/Agent I - Dati 1e_ v,r,vk-0 Gab 5 Print Contractor/Agent's Name LP Signature oof Florida Foe ASmaY WRIS A. N Notary PuNK State of Florida n conmoan IGO M665 y Comm. Expires Jun 9, ZOZZ aon"d ttrm* National Notary Am, Contractor/Agent is Personally Known to Me or Produced ID _ Type of ID -- BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] Electrical[] MechanicaIE] PlumbingF] Gas[] Roof[] Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps--- -- Plumbing - # of Fixtures Fire Sprinkler Permit: YesFJ NoF1 # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Fire Alarm Permit: Yes[] No[] WASTE WATER. BUILDING: Revised: January 1, 2019 Permit Application Building & Fire Prevention Division PERMIT APPLICATION Application No: Documented Construction Value: S 4,164.00 Job Address: 2646 Green Swallow Way, Sanford, FL 32773 Historic District: YesF—]NoF] Parcel ID: 17-20-31-502-0000-2340 ResidentialRI Commercial:] Type ofWork: New9 Addition AlterationFIRepair E] DemoE]Change of UseE] Move D Description of Work: Install new AC with duct work and venting Plan Review Contact Person: Derri Gantt Phone: 407-886-3729 ext 163 Fax: Title: Pre Construction Coordinator Email: dgantt@energyair.com Property Owner Information Name Starlight Homes - AWH Phone: Street: 1064 Greenwood Blvd, Ste 124 Resident of property? Lake Mary, FL 32746City, State Zip: 3 Contractor Information Name Energy Air Inc. Phone: 407-886-3729 Street: 5401 Energy Air Ct Fax: . 407-781-1643 City, State Zip: Orlando, FL 32810 State License No.: CAC 1816317 Architect/Engineer Information Name: Phone:, Street: Fax: — City, St, Zip: E-mail: Bonding Company: Address: 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 constniction 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: 614 Edition (2017) Florida Building Code Rcviscd: January 1, 2018 permit Application Nam QE: 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 [CC 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 0%%mcr/Agcnt Date Print Owner/Agcnt's Name Signature ol'Notary-State of Florida Date Signature ufContra,&T/Al;cm GatJ Print Contmctor/Agont's Namc 140tery pubk slate Of Fwm ne 7JeaalCaV :" GG 05: t ono2o GG 056367 F-7xptrcs i2tiOI2020 Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type ofID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingEl ElectricalM MechanicalE] 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[—] NoF1 # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Fire Alarm Permit: YeSE] Non WASTE WATER: BUILDING: Rcviscd: January 1, 2018 Permit Application Job #: 34682 145975 WORK ORDER Date: 1/26/2018 Si thrlivicirin I ph... I Qla 11/111 oil,-] BILL TO: Starlight Homes - AWH Lot Sub: Wyndham Preserve 234 ADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: Z646 Green Swallow Way CITY/STATE/ZIP: Lake Ma!X, FL, 32746 City / State / Zip Sanford I FL 132773 Model/B(dg: 1551 S Order Taken By: Equipment Brand: Carder 14 Seer Heat Pum R-41 Oa Job Contact: S Woolwine A/H-1 or Furnace FB4CNP030L00 A/H-2 or Furnace Job Phone: 4077301311 Heater or Coil CE2401C05 Heater or Coil Date Requested: CU- 1 CH14NBO240OG CU-2 Date Required: T' Stat: TH6220D1002 T'Stat: Filter Base AHU Location N/ A I st FI Int Closet Filter Base AHU Location Permit Information: Efficient14.00 SEER / 8.2 HSPF Efficiency MUST BE ACCURATE AND COMPLETE: A/H-3 or Furnace A/H-4 or Furnace Heater or Coil Heater or Coil Bldg. Permit# CU- 3 CU-4 Township: Sanford T' Stat: T'Stat: Filter Base Filter Base AHU Location AHU Location Incl. on Builders Permit: No Efficiency Efficiency EAI Pulls Permit: Builder calls inspection: Yes Yes Zoning Brand: Zone Kit #1 Honeywell/Johnstone Vent. Damper Y81SOA1017 ZD1 EAl calls inspection: No Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 319. 01 Transformer ZD4 Surge Protector ZD5 ByPass Damper #1 ZD6 ByPass Damper #2 JZD7 PO Numbers Qty Yes No Qty. Yes No Grs.Stamped StI. 12 X Pipe: X Grs.Stamped Returns 6 X Flue 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: I X Special Instructions Or Comments: Accounting Department: Job # Invoice Due Date: Estimated Estimated Task - Description Hours Cost 03-Fabrication Labor 1.54 19.40 Rouqhin 2,047.00 04-Installation Labor 18.81 282.08 06-Piping Labor 6.38 108.38 Trim 21047.00 14-Kitchen Vent Trim 02-Material/Tax 985.00 01 -Equipment/Tax 1,334.45 Permit 70.00 09-Permit/Other 80.00 0 11 -Delivery Labor 1.101 13.87 20-Pull Material Labor 2.20 27.75 Total Contract: 4,164.00 12-Startup Labor 2.501 42.50 SITE ID: 425943 LOT:234 BLOCK: HOUSE:2W STREET: GREEN SWALLOW WY CM:SANFORD STATE: FL ZIP:32T71 COUNTY:SEMINOLE ACCOUNT* 909STAFL BUILDER: STARLIGHT HOMES SUBDIVISION: WYNDHAM PRESERVE COMMUNITY:N/A PLAN: NDP 10118/2017 PROGRAM: HERS1100% TESTER: EFL IECC 2M CLIMATE ZONE: PROPERTY OWNER: PROPERTY ADDRESS: 2e48 GREEN SWALLOW WY, SANFORD, Fl. 32771 ITEST: SLOWER DOOR RESULT: PASS TESTER: Dave Revolle DATE: 1211712DIS A-9 - i T/ I 5.1 Attic Access Panel (fully gasKeted and insulated i MERL LZ11111. x 5.2 Atbc droe-down Stair (fully gasketed and insulated) x 5A Recessed Lighfing Fixtures (ICAT labeled and sealed to cirywall ) x 5. 5 VVhol"ouse Fan (insulated gasketed to the openin2 x 17. 3 Fresh air ventilaflon installed per program specs 1 x BE) TaqW SO ACUA Room Pressure Test n ' p\ g2 S180- N/A 14,573 0 0 0 11, 700 7 11,128 4,64 Met Bdrm 0 Bdrm 2 0 Bdrm 3 0 B*.. 51 0 Rm 1 0 Rm3j 0 otrw 0 8"4 0 Rm2 0 CO 00100M ELwM Star Qualiflocl Appliances? Efficient UghUrV Eacimp? x eo or a Of Hardwired Yghts Must Be CFL Or LED x Low Flow Faucets, Toilets *W? x Pmgrwnffwb* Thermostat? A CoMW Green Program Level Requires Visual Inspection M.'*—hnel a a, SYSTEM WATER HEATER GARAGE AO SMITH ENT 50 110 SYSTEM 2 WATER HEATER SYSTEM 3 WATER HEATER SYSTEM 4 WATER HEATER SYSTEM I FURNACE SYSTEM 1 HVAC OUTDOOR OUTSIDE CARRIER CH14NBO30 UNIT SYSTEM 1 HVAC INDOOR COIL SYSTEM HVAC AHU ( HEAT INTERIOR CARRIER FB4CNP030 PUMP) SYSTEM 2 FURNACE SYSTEM 2 HVAC OUTDOOR UNIT SYSTEM 2 HVAC INDOOR COIL SYSTEM 2 HVAC AHU (HEAT PUMP) SYSTEM 3 FURNACE SYSTEM 3 HVAC OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL SYSTEM 3 HVAC AHU ( HEAT PUMP) SYSTEM 4 FURNACE SYSTEM 4 HVAC OUTDOOR UNIT SYSTEM 4 HVAC INDOOR COIL SYSTEM 4 HVAC AHU ( HEAT PUMP BUILDING SPECIFICATIONS a _X gLj"'. OFBEDROOMS ( REM) NA I .......... LEE, NA CEILING FLAT ( REM) NA NA SEALED ATTIC ( REM) NA NA VAULTED CEILING ( REM) NA NA FOUNDATION WALLS ( REM) NA I NA EXPOSED FLOOR ( REM) NA NA__. ABOVE GRADE WALLS (REM I NA NA DUCT SUPPLY R-VALUE (REM) NA NA WATER HEATER TYPE PRIF CONVENTIONAL WATER HEATER FUEL TYPE PRIF ELECTRIC WATER HEATER SIZE, EFFICIENCY & LOCATION PRIF INFILTRATION HOUSE LKG ACH REM NA 4.94 Ct 4,64 A26011.11,0- FRESH AIR VENTILATION TYPE PRIF AIR CYCLER VENTILATION FAN MANUFACTURER REM NA NA VENTILATION FAN MODEL # (REMI NA NA VENTILATION FLOW REQUIRED REM NA NA VENTILATION EQUIP. RATED CFM REM NA NA VENTILATION # OF FANS (REMI NA NA VENTILATION TIMER SETTING EACH FAN 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 INTERIOR % OF LED'S PRIF INTERIOR % OF PIN -BASED PRIF EXTERIOR FIXTURES % CFL'S 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 TOTAL CONDITIONED FLOOR AREA CFA SO FT) DUCT LEAKAGE TO OUTSIDE % TARGET TOTAL DUCT LEAKAGE %TARGET SYSTEM 1 SO FT. SERVED (CFA) SYSTEM 1 DUCT LEAKAGE TO OUTSIDE CFM26) TARGET SYSTEM 1 TOTAL DUCT LEAKAGE CFM26) TARGET SYSTEM 2 SO FT. SERVED (CFA) SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM26) TARGET SYSTEM 2 TOTAL DUCT LEAKAGE CFM26)TARGET SYSTEM 3 SO FT. SERVED (CFA) TEST: DUCT BLASTER RESULT: PASS TESTER: Dave Rwadle DATE: 12M72016 POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE SYSTEM 1 DUCT LEAKAGE TO OUTSIDE CFM26 ACTUAL" a4t,r?t.,t: CFA ACTUALf % OF ) SYSTEM 1 TOTAL DUCT LEAKAGE t x t t t tttl k SYSTEM 1 TOTAL DUCT LEAKAGE (% OF CFM26) ACTUAL CFA) ACTUAL SYSTEM 2 DUCT LEAKAGE TO OUTSIDE t SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM26) ACTUAL (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE (% OF CFM26)ACTUAL , ,ttt;, CFA)ACTUAL SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM26) TARGET SYSTEM 3 TOTAL DUCT LEAKAGE SYSTEM 3 DUCT LEAKAGE TO OUTSIDE t"> SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM26) ACTUAL t (% OF CFA) ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE ..t ,,,,`„ SYSTEM 3 TOTAL DUCT LEAKAGE (% OF SYSTEM 4 $0 FT. SERVED (CFA) SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET SYSTEM 4 TOTAL DUCT LEAKAGE CFM25) TARGET BUILDING SPECIFICATIONS SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM25) ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGE CFM25) ACTUAL SYSTEM 4 DUCT LEAKAGE TO OUTSIDE OF CFA) ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGE (% OF CFA)ACTUAL DUCT LEAKAGE TO OUTSIDE (REM I NA 0,qg0CFM251,CFA' TOTAL DUCT LEAKAGE (REM) NA 0,12 OFM26 / 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: 2646 Green Swallow Wy Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: 2646 Green Swallow Wy (Lot 234) Jurisdiction: Cond, Floor Area: 1551 Cond, Volume: 14573 Envelope Leakage Test Results Regression Data: C: n: qinnla nr KA,.Iti Pinint Tact r)ntn R: HOUSE PRESSURE FLOW: 1 50 Pa 1128 cfm 2 0 Pal 0 cfm 3 0 Pa 0 cfm 4 0 Pa 0 cfm 5 0 Pa 0 cfm 6 Pa cfm Leakage Characteristics CFM(50): 1128 ELA: 62 EqLA: 147 ACH: 4.64 SLA: .04 ACH(50) *: 4,64 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: 2018.12.17 19:03:52 EST CN=Dave Revelle, O=TopBuild Home Services, OU, EMAILADDRESS=dave.revelle Signature: @topbuild.com, C=US Printed Name: Dave Revelle Date; 12/17/2018 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), (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. 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(09)HOV 70' b1S 79'7 :Hob' L7L :b'lb3 Z9 :H13 9ZLL :(OS)INda w ja ed 9 wjo 0 ed 0 9 wjo 0 ed 0 7 wjo 0 ed 0 wjo 0 ed 0 Z wjo 9Z I L ed 09 L M0ld 38nSS3Lld 3SnOH ele(l lsal lu!od !j!niN ao almiS u :a elea uo!ssaa6aa soilspajoeaeyo a6e eaj sjjnsa j Tsai abe eaj adopnu3 LSK :awn!on'puoa LSSL eaay)oo!j Puoa uo!lo!psunf (7£Z lol) AM MopemS uaaja 979Z :uo!leaol u61sap jagwnN i!waad LLLZ£ lj 'Paojues :d!Z'alelS'Apo 90140 PLUJ9d AM nno!lenns uaaaa 979Z :laaalS S31NOH 1HJIIHVIS :aweN japl!ng 3A83S38d V4VHGNW :aweN loafoad p0419w 93ueWJ0JJad pue anijdiaosaad jaoda j Isal 96e eaj adOlanu3 N011onNISNOD Eftaime aO:j 30O0 ADN3101-A:13 ADN3N3 t1OIN01:1 Form R405 Duct Leakage Test Report Performance Method Project Name: Wyndham Preserve Builder Name: Starlight Homes Street: 2646 Green Swallow Wy Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: Jurisdiction: Duct Test Time: Post Construction Duct I eakaae Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 45 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 45 System Leakage Divide by 1551 Total Conditioned Floor Area) 0.0290 (On,Out) I hereby certify that the above duct testing performance results demonstrate compliance with the Florida Energy Code requirements in accordance with Section R403.2.2. Digitally signed by Dave Revelle Date 2018 12,17 19,03 49 EST CN=pave Revelle, O=TopBuild Rater Of Record: i Home Services, OU, Printed Name: ave ReVell builacom, C=,s RESNET * 4311088 Date: 12/17/2018 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: Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions. 425943 For home located at: Lot 234 2646 Green Swallow Wy, Sanford, FL 32771 City: Sanford 1. I —XI The Rater or Raters employer is receiving a fee for providing the rating on this home. State: F L 2. E In addition to the rating, the Rater or Raters employer has also provided the following consulting services for this home. A. Mechanical system design B. Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself X D. Training for sales or construction personnel E. Other (specify below) 3. F The Rater or Raters employer is: A. The seller of this home or their agent B. The mortgagor for some portion of the financial payments on this home C. An employee, contractor or consultant of the electric and/or natural gas utility serving this home 4. FIThe Rater or Raters employer is a supplier or installer of products, which may include: HVAC Systems Thermal Insulation Systems Air sealing of envelope or duct systems Windows or window shading systems Energy efficient appliances Construction (builder, developer, construction contractor, etc.) Other (specify below): Installed in Rater Rater Rater Rater Rater Rater Rater this home by: OR Employer Employer Employer Employer Employer Employer Employer is in the Rater Rater Rater Rater Rater Rater Rater business of. Employer Employer Employer Employer Employer Employer Employer I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 4.C.8. of the standard and are posted at hftp://resnet.us/standards/RESNET Mortgage—Industry_National—HERS—Standards.pdf. The Home Energy Rating Standard Disclosure for this homeis available from the rating provider. Dave Revelle RESNET #: 4311088 Raters Printed Name Certification # December 17, 2018 Rater's Signature Date RESNET Form 0300-2 EFL PM This information does not constitute any warranty of energy cost or savings. M, A nOC "n4 A C-- AICQAI This certificate is presented to for having successfully completed all requirements established by the Residential Energy Services Network (RESNET) and as a AN Cert-ined Home Energy Rater is authorized to issue Home Energy Ratings in accordance with RESNET guidelihe.< g;g aidPW16, Igs A% g U1 Home Services RTIN # 4311088 Stephen P. Carr, Registration # QA Designee This form was generated from EFL Project Manager, property of TopBuild Home Services 04/05/2019 Certification Expires mom= To address: Historic District: Yes [I No Parcel ID: ResidentialEl Commercial Type of Work: New 9' Addition 0 AlterationEl RepairEl Demo El Change ofIlse El move MMEMEMIM e-r- Plan Review Contact Person: Plc-N"4 f Q, Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Phone: -- Name .:12- J J- (3 Street-, Fax. _'4c, ? L - 7 441_:_ 14 City, State Zip: State License No.: C (c c) Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E- mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULTIN Voi PAVING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAI FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construe in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, P40 furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC IM3 Shall be inscribed urith the date of application and the code in effect as of that date. 501 Edition (2014) Florida Building Code Revised: June 30,2015 Permit Applicatton 0 N-OTICE: In addition to the requirements of this Permit, there may be additional restrictions applicable to this property that may bfoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watt 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 requininordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmitt', The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction valu credit will be applied to your permit fees when the permit is issued. WNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work w be done in compliance with all applicable laws regulating construction and zoning. S;-8rnitore —.f0-,,c,1Agc.t - Date Okyner/Agent's Native ti n atureorN otary,,St-ate(ifFlorida '- tare Owner/ Agent is — Personally Known to N4c or Produced ID ___ Type of ID e Silahue ofContf-tor/Agent Date Point ContractorIA, rit's Name Signature oft,lotary-Slitte oft'lorida Date Contractor/ Agent is Pcrs0na Produced ID __ Type of ID BE, LOW IS FOR OFFICE USE ONLY Permits Required: Building[] Electrical El MeclianicalEl Plumbing[] Construction Type'. Occupancy Use: Total Sq Ft of Bldg: tin. Occupancy Load: New Construction: Electric - # Of Amps 1 F FireSprinklerPermit. Yes No APPROVALS: ZONING: COMMENTS: ENGINEERING-, GasEl RoofEl Flood Zone; - of Stories: Plumbing - # of Fixtures res 4, of Heads ---- Fire Alarm Permit: Yes [] No UTILITIES: FIRE: WASTE WATER: BUILDING: Permit Application Bust DN # F!' 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