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HomeMy WebLinkAbout3981 Night Heron Dr 17-3186; NEW SFHC 5 t CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION r Application No: 3 O O Documented Construction Value: S 11I,''6- Job Address: 1 N i el2Lyk-rotl 17• S4 r\.A,rA Historic District: Yes No Parcel ID: 17-20-31-502-0000- 19.",0 Wyndham Preserve Lot Aga, Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite 200 Resident of property? : No City, State Zip: Roswell, GA 30076 Contractor information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 Fax: 407-647-0700 State License No.: CGC1522347 Arch itect/Eng 1 neer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA Bonding Company: Address: NA E- mail: sives@mulhemkulp.com Mortgage Lender: 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 aU 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 withh the date of application and the code in effect as of that date: " Edition (2014) Florida Building Code v Revised: June 30, 2015 t) 1343 43 , — Permit Application 5, L) 3 025'. r . r '' r . • 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 compli wit 11 applicable laws regulating construction and zoning. Sig O er/Agent Date Signature of Contractor/Agent Date Robert Willets Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -Stale of FW _e Mangei ate Signature o*Nota- tW894 Mangel Date NOTARY PUBLIC NOTARY PUBLIC STATE OF FLORIDA STATE OF FLORIDA Comm# GG113111 Comm# GG113111 E eye fires 6/21/2021 NCE 19 Expires 1/2021 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: Building® Electrical O Mechanical (a Plumbing© Gas Roof Construction Type: %J g Occupancy Use: P-3 Flood Zone: k • S ATT aW O Total Sq Ft of Bldg: 2 3 3 1 Min. Occupancy Load: 12 # of Stories: I New Construction: Electric - # of Amps f 56 Plumbing - # of Fixtures ( !!; Fire Sprinkler Permit: Yes No 0 # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: Pr(- I1-'Ll -?.,all FIRE: BUILDING: SF lZ-t l-t 7 COMMENTS: Revised: June 30, 2015 Permit Application t . 25• + 726• + 1,734• + 29485• * 24.85 2• _ 12.425 24.85 + 12.43 + 37.28 * 0• * u 1 uii'i 1111111111111111111111111 I1111111 THIS INSTRUMENT PREPARED BY: Name: _ Starlight Homes Florida, LLC GRANT MALOY r SEMINOLE COUNTYnAddress: _ 10t34 Greenwood Blvd Suite 124 CLERKrfiK OF CIRCUIT COURT & COMPTROLLER Br'', 9! i21 F'3 239 (1P3s ) l tYlpt CLERK'S AV2017113428 NOTICE F COMMENCEMENT RECORDED 11/00/2017 01:40:07 FM RECORDING FEES $10-00 State of Florida RECORDED BY hdevor e County of Seminole Permit Number. Parcel ID Number. 17-20-31-502-0000-11A0 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) Mndhart Preserve PB 81 Pgs 93-102 Lot 19a, Address: 3°41 N;a1rsrvn 17r:•Ic ,r-{ d 3a7-73 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 Tide 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 Lienors Notice as Provided In Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless adifferentdateisspecified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART I, 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 perolues of perjury, I declare that I have read the foregoing and that the facts stated In It are true to e y nowledge and belief. Owners SlgneWre Owner's Printed Name Florida Statute 713.13(1)(9): • The owner must sign the notice of commencement and no one else may be permitted to sign In his or her stead.- State of C-- County of rb Q 1TheforegoinginstrumentwasacknowledgedbeforemethisdayofCiNn20l by 61 Who la personally known to meNameofpersonmakingstatement4'_'j OR who has produced Identification type of Identification produced: Shayne Manger' NOTARY PUBLIC STATE OF FLORIDA E1 Za Comm# GG113111 donators w Expires 6/21/2021 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: y O(o Documented Construction Value: S 1131 cl o- T Job Address: 39 $1 N i g)r2t-Y i1c ron• ' 4 r\A,,a -Historic District: Yes No Parcel ID: 17-20-31-502-0000- Wyndham Preserve Lot 1ga, Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Q Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fag: 407-647-0700 Email:, Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: .407-708-0161 Street: 1405 Old Alabama Road, Suite.200 Resident of property? : No City, State Zip: Roswell, GA 30076 Contractor Information Starli ht. Homes Florida, -LLC/Robert Wiillets - - . _ _-_ _.._ -- _ _-Phone:-- - - - - - - - - - - - - - - 9 .407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 Fag: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License'No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kutp Phone: 215-646-8001 Street: .20 South Maple Street, Suite 160 Fag: City, St, Zip: Ambler, PA E-mail: sives@mulhemkulp.com Bonding Company: -NA Mortgage Lender: NA Address: Address: WARNING TO OWNER- YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE TBE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5ie Edition (2014) Florida Building Code Revised: June 30, 2o1S 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 compli wit 11 applicable laws regulating construction and zoning. Si o o er/Agent Date Signature of Contractor/Agent Date Robert Wows Print Owner/Agent's Name Print Contractor/Agent's Name S" , a - -/h.-\ Q:nC2 sLaet s -lin a-40 Signature of Notary-S a of F e Mangel Mate Signatm of Nota - tate oWSA Mangel 0 Date NOTARY_P_UBLIC _ NOTARY PUBLIC STATE OF FLORIDA -STATE OF FLORIDA Comm# GG113111 Comm# GG113111 ires 6/21/2021 S/NCE 1 e Expires 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: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: R WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application 18'1 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: 3981 Night Heron Drive Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-1920 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: 0 New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFIC•IN NS ONL Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: M floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 17-3186 Reviewed by: Michael Cash, CFM Date: November 21, 2017 REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: t o- XI -13 Project Name: Wyndham Preserve - Lot 1U Project Address: 3M'l 1 1ic+rerlNanford FL 32771 Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Print N e wner/fenant Signature of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Print o ontractor Signature of Gen. Contractor CGC1522347 Gen. Contractor License # dt EQSEe rbroo Print Name of El. Contractor ignature of El. Contractor E-C 00030Gt fl El. Contractor License # CALLED INTO: o Progress Energy o Florida Power and Light on _/ / Rev. 02/10/15) I n po Application for Paved Driveway, Sidewalk or a Walkway Including Right -of -Way Use & tto ., Dq Landscaping in Right -of -Way www.sanrordfl.gov Departmentof 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 I 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 Is - jurisdiction's right-of-way. All requested Information below as well as a current survey, site plan or plat clearly Identifying the Kwwwwsbelow. size and location of the existing right-of-way and use shall be provided or application could be delayed. Call bsfampDamg. 1. Project Location/Address:229 b 1 N t 0* ""n D`- "f-_A nfiCA 1`-L 3a-113 2. Proposed Activity: L a Driveway Walkway Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: V+., Z;P iZ- This application is Property 7_16-; SignaturAddress: Print Name: John Reny 1e__ X-;L" ry Phone:LE0 -701-Olio 1 Fax: t{O-l- Lx - - OZOO Email: Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall Include maintenance of the Improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said Installation/Improvement 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 fien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, Indemnify, and hold harmless the City, Its councllpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all Ilabilit es, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or Injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or Indirectly out of or connected with the use of the City's right-of-way. I have Signature: above statement and by signing this application I agree to Its terms. Date: tom' 1^l1 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours In advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: I Official Use Only Application No: Fee: Date: Reviewed: Public Works Date: Utilities Date: Approved: % `' 21 ^ Z *' 7EngineeringDate: W Site Inspected by: Date: Special Permit Conditions: rvDVemDef ZU1D ROW Uso Drlveway.pcif REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # 1 "I . S l g (o Address: 19R I W Elt'f 1 go&l BUILDING PERMIT Min Max Inspection Description 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 J Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 10004 Roof Final 60 Insulation 70 11 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence ELECTRICA`L PERMIT _ Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power TUG 30 Electric Rough 1000 Electric Final MaxMin Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 192 - 1769 TR Street: 39 $ I N L Builder Name: Starlight Homes Permit Office: Seminole IL01 Z-o City, State, Zip: Sanford, FL, 32 Coun Permit Number.# 617 - 1 8 SANFORDOwner. Jurisdiction: Design Location: FL, Sanfo(] County:: Seminole (Florida Climate Zone 2) RTtv F' 1. New construction or existing New (From Plans) 9. Wall Types (2112.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1783.70 ft' 3. Number of units, if multiple family 1 b. Frame - Wood, Adjacent c. N/A R=13.0 329.00 ft' R= ft' 4. Number of Bedrooms 3 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1769.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1769.00 ft' 6. Conditioned floor area above grade (ft2) 1769 b. N/A R= ft' Conditioned floor area below grade (ft2) 0 c. N/A R= ft' 7. Windows(161.0 sqft.) Description Area 11 Ducts a. Sup: Attic, Ret: Main, AH: Main R ft' 6 353.8 a. U-Factor. Dbl, U=0.34 120.00 ft' SHGC: SHGC=0.26 b. U-Factor. Dbl, U=0.58 41.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEERA4.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiencyd. U-Factor: N/A ft' a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 5.436 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems 8. Floor Types (1769.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1769.00 ft' b. Conservation features EF: 0.950 b. N/A R= ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.091 Total Proposed Modified Loads: 53.22 PASSTotalBaselineLoads: 56.02 I hereby certify that the plans and specifications covered by Review of the plans and STATccthiscalculationareincompliancewiththeFloridaEnergyspecificationscoveredbythis 04T><1E Code. f1 calculation indicates compliance with the Florida EnergyCode. 4 ; l ''• .a I, Wilt"4°•: _ u„ O PREPARED BY: ce'rI/1 Before isconstruction completed a _IDATE: ((, 1 7 this building will be inspected for compliance with Section 553.908 1 hereby certify that this building, as designed, is in compliance Florida Statutes. G'pDwiththeFloridaEnergyode. WE OWNER/AGENT: Q BUILDING OFFICIAL: DATE: - -" DATE: Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 6/16/2017 4:12 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Building Type: Owner: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 192 -1769 TR User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 3 Conditioned Area: 1769 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot Information Lot # 192 Block/SubDivision: Wyndham PlatBook: Street: County: Seminole City, State, Zip: Sanford , FL. 32773 CLIMATE v Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLAN00_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1769 16451.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1769 16451.7 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 191.2 ft 0 1769 ft' 0 0 1 ROOF v # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Composition shingles 1978 ft' 0 ft' Medium 0.6 N 0.5 No 0 26.6 ATTIC v # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1769 fill N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1769 ft' 0.1 Wood 611612017 4:12 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 4pe1N 2 E 3 S 4 W 5 W Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Garage Frame - Wood Main 4.1 75 3 9 4.1 38 1 9 4.1 59 5 9 4.1 18 6 9 13 35 3 9 4 702.3 ft' 0 4 354.1 W 0 4 554.7 fill 0 4 172.6 ft' 0 4 329.0 ft' 0 0 0.6 0 0.6 0 0.6 0 0.6 0 0.01 0 0 0 0 0 DOORS Omt Door Type Space Storms U-Value Width Ft In Height Ft In Area 1 2 W Wood Main W Wood Main None None 39 3 39 2 10 6 10 6 10 20.5 ft' 19.4 fill WINDOWS Orientation shown is the entered, Proposed orientation. V # Wall Ornt ID Frame Panes NFRC U-Factor SHGC Overhang Area Depth Separation Int Shade Screening 1 2 3 4 5 n 1 Vinyl low-E Double Yes e 2 Vinyl Low-E Double Yes e 2 Vinyl Low-E Double Yes s 3 Vinyl Low-E Double Yes W 4 Vinyl Low-E Double Yes 0.34 0.26 0.34 0.26 0.34 0.26 0.58 0.25 0.34 0.26 15.0 ft' 1 ft 0 in 1 ft 0 in 45.0 ft' 1 ft 0 in 1 ft 0 in 30.0 ft2 10 ft 0 in 1 ft 0 in 41.0 ft' 11 ft 10 in 1 ft 0 in 30.0 ft' 1 ft 0 in 1 ft 0 in None None None None None None None None None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 410 ft2 384 ft° 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 1919.4 105.37 198.16 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 30 k8tu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 30 kBtu/hr 900 drn 0.75 1 sys#1 6/16/2017 4:12 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart # Company Name System Model # Collector Model Area Volume FEF None None ft= DUCTS Supply — Return -- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 353.8 ft Main 88.45 ft Prop. Leak Free Main cfm 53.1 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan HeatinHJan Feb Mar Feb f X Mar E A r Apr f Ma rl Jun Jul Au May Jun Jul rj Aug Se Sep Oct Nov Oct kiNov Dec Dec VenGn Jan Feb X Mar Xl A r [ Ma Jun Jul Au Se Xl Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WO) 80 80 78 78 78 78 PM78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 57 0 0 1 - Electric Heat Pump 1 - Central Unit 6/ 16/2017 4:12 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 95 The lower the EnergyPerformance Index, the more efficient the home. Sanford, FL, 32773 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (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: N/A SHGC: d. U-Factor. N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1783.70 ft2 b. Frame - Wood, Adjacent R=13.0 329.00 ft' 1 c. N/A R= ft2 3 d. N/A R= ft2 No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1769.00 ft2 1769 b. N/A R= ft2 Area c. N/A R= ft2 120.00 ft 11. Ducts R ft2 a. Sup: Attic, Ret: Main, AH: Main 6 353.8 41.00 ft' 12. Cooling systems kStu/hr Efficiency ft' a. Central Unit 30.0 SEER:14.00 Insulation R=0.0 R= R= ft= 13. Heating systems kBtu/hr Efficiency 5.436 R. a. Electric Heat Pump 30.0 HSPF:8.20 0.257 Area 14. Hot water systems 1769.00 ft : a. Electric Cap: 50 gallons ft2 EF: 0.95 ft= b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: 0 C j City/FL Zip: Sa.`-f t r8 . r'C- f WE 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. Contact the EnergyGauge Hotline at (321) 638-1492 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. 6/16/2017 4:12 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 192 - 1769 TR Builder Name: Starlight Homes Street: Permit Office: Seminole County City, State, Zip: Sanford, FL. 32773 Permit Number. Owner. Jurisdiction: Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subftoor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow 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 spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication 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. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/16/2017 4:12 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot 192 - 1769 TR Builder Name: Starlight Homes Street: Permit Office: Seminole County City, State, Zip: Sanford , FL. 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1769 sq.ft. Cond. Volume: 16452 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data I I HOUSE PRESSURE I FLOW: I Leakage Characteristics CFM(50): ELA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by 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: Where required by the code official, testing shall be conducted by 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: 4 a c 6/16/2017 4:12 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 192 - 1769 TR Builder Name: Starlight Homes Street: Permit Office: Seminole County City, State, Zip: Sanford. FL , 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Duct Leakaae Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Sum lines 14 Duct System Divide byLeakage Total Conditioned Floor Area) Qn,Out) I certify the tested duct leakage to outside, On, is not greater than the proposed duct leakage On specified on Form R405-2014. SIGNATURE: PRINTED NAME: DATE: 6/16/2017 4:12 PM Duct tightness shall be verified by g1r1E Srg1 testing to Section 803 of the RESNET y° a 0 Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. a —I, v c ;i rgl Q a BUILDING OFFICIAL: DATE: EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant S Page 1 of 1 Job: Stadight - Wyndham Pre... wrightsoft• Project Summary Date: 4/14/2017 Entire House By: Energy Air, Inc Plan: 1769 S 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 4074186.3729 Email: GRenner@wergpir.com Web: vmw.energyair.com Project• • For: Lot 192 - 1769 TR, Starlight Homes Sanford, FL 32773 Notes: Design Information Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 26 OF Design TD 18 OF Daily range L Relative humidity 50 % Moisture difference 44 gr/lb Heating Summary Structure 17937 Btuh Ducts 1477 Btuh Central vent (57 cfm) 1620 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 21034 Btuh Infiltration Method Simplified Construction quality Semi -tight Fireplaces 0 Heating Coolingg Area (ft2) 1751756 Volume ( ft') 16375 16375 Air changes/hour 0.26 0.14 Equiv. AVF (cfm) 71 38 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO300000A AHRI ref 7835429 Efficiency 8.2 HSPF Heating input Heating output 28600 Btuh @ 47°F Temperature rise 29 OF Actual air flow 899 cfm Air flow factor 0.046 cfm/Btuh Static pressure 0.50 in H2O Space thermostat Backup: Input = 6 kW, Output = 19028 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 16657 Btuh Ducts 1971 Btuh Central vent (57 cfm) 1105 Btuh Blower 0 Btuh Use manufacturer's data y Rate/ swing multiplier Equipment sensible load 1. 00 19733 Btuh Latent Cooling Equipment Load Sizing Structure 1931 Btuh Ducts 191 Btuh Central vent (57 cfm) Equipment latent load 1697 3819 Btuh Btuh Equipment total load Req. total capacity at 0.75 SHR 23552 2. 2 Btuh ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO300000A Coil FB4CNP030L AHRI ref 7835429 Efficiency 11.7 EER, 14 SEER Sensible cooling 21450 Btuh Latent cooling 7150 Btuh Total cooling 28600 Btuh Actual air flow 899 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.84 Capacity balance point = 37 OF Bold/ italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017- Jun-16 16 03:53 wrightsoft' Right -Suite® Universal 2017 17.0.08 RSU17013 Page 1 tCCA ... SpearicMyndham Preserve\Lot 192 - 1769 TR.rup Calc = MJ8 Front Door faces: W Job: Starllght - Wyndham Pre... wrightsoft° Manual S Compliance Report Date: 4/14/2017 Entire House By: Energy Air, Inc Plan: 1769 S 5401 Energy Air, Cl, Orlando, FL 32810 Phone: 407-886-3729 Email. GRenner@wergyair.com Web: www.energyaircom Project• • For: Lot 192 - 1769 TR, Starlight Homes Sanford, FL 32773 Cooling Equipment Design Conditions Outdoor design DB: 92.6°F Sensible gain: 19733 Btuh Entering coil DB: 76.2°F Outdoor design WB: 75.9°F Latent gain: 3819 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 23552 Btuh Indoor RH: 50% Estimated airflow: 899 cfm Manufacture's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 20104 Btuh 102% of load Latent capacity: 6015 Btuh 158% of load Total capacity: 26119 Btuh 111 % of load SHR: 77% Heating Equipment Design Conditions Outdoor design DB: 44.2°F Heat loss: 21034 Btuh Indoor design DB: 70.0°F Manufacture's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 136% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 5.6 kW 90% of load Temp. rise: 50 °F Meets are all requirements of ACCA Manual S. Entering coil DB: 68.3°F Capacity balance: 37 °F Economic balance:-99 °F 2017-Jun-16 16:03.53 wrightSOft° Right -Suite® Universal 2017 17.0.08 RSU17013 Page 1 ACM ...Speck\Wyndham Preserve\Lot 192 - 1769 TR.rup Celc = MJ8 Front Door faces. W wrightsoft• Duct System Summary Entire House Energy Air, Inc 5401 Energy Air, Cl, Orlando, Fl. 32810 Phone, 407-886-3729 Email: GRenner(8energyaircom Web: www.energyaircom For: Lot 192 - 1769 TR, Starlight Homes Sanford, FL 32773 Job: Starlight - Wyndham Pre... Date: 4/14/2017 By: Plan: 1769 S Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.22 in H2O 0.22 in H2O Available static pressure 0.28 in H2O 0.28 in H2O Supply / return available pressure 0.140 / 0.140 in H2O 0.140 / 0.140 in H2O Lowest friction rate 0.187 in/100ft 0.187 in/100ft Actual air flow 899 cfm 899 cfm Total effective length (TEL) 150 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk ba2 h 1039 48 27 0.195 5.0 Ox 0 VIFx 23.6 120.0 st3 bed2 h 1363 63 48 0.197 5.0 Ox 0 VIFx 22.1 120.0 st3 bed3 h 3562 165 148 0.187 8.0 Ox 0 VIFx 34.5 115.0 st3 cl2-A C 151 1 7 0.196 4.0 Ox 0 VIFx 23.0 120.0 st3 fir h 1375 64 62 0.344 5.0 Ox 0 VIFx 11.5 70.0 kit-0in-fam C 2495 93 120 0.191 7.0 Ox 0 VIFx 26.8 120.0 stl kit-0in-fam-A C 2495 93 120 0.195 7.0 Ox0 VIFx 23.9 120.0 stl kit-din-fam-B c 2495 93 120 0.233 7.0 Ox 0 VIFx 5.3 115.0 laun c 1024 20 49 0.356 4.0 Ox 0 VIFx 8.7 70.0 m bath h 959 44 32 0.195 4.0 Ox 0 VIFx 23.5 120.0 st2 m bed h 3461 160 132 0.193 7.0 Ox 0 VIFx 29.8 115.0 st2 VAC h 1169 54 32 0.195 5.0 Ox 0 VIFx 23.6 120.0 st2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk stl Peak AVF 186 241 0.191 545 9.0 0 x 0 VinlFlx st2 Peak AVF 259 196 0.193 586 9.0 0 x 0 VinlFlx st3 Peak AVF 277 230 0.187 627 9.0 0 x 0 VinlFlx Bold/italic values have been manually overridden 2017-Jun-16 16:03:53 wrightsoft• Right -Suite® Universal 2017 17.0.08 RSU17013 Page 1 ACCK ...SpecificWvyndham Preserve\Lot 192 - 1769 TR.rup Calc = MJ8 Front Door faces: W Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rbl Ox0 899 899 0 0 0 0 Ox 0 VIFx 2017-Jun-16 16:03:53 wrightsoft• Right -Suite® Universal 2017 17.0.08 RSU17013 page 2 ACCK ...Speck\Wyndham Preserve\Lot 192 - 1769 TR.rup Celc = W8 Front Door faces. W Level 1 Job M Starlight - Wyndham Preserve Energy Air, Inc Scale: 1/8" = 1'0" Performed for: Page 1 Lot 192 - 1769 TR 5401 Energy Air, Ct RightSuite® Universal 2017 17.0.08 RSU17013 Orlando, FL 32810 2017,tun-16 16.04.03Sanford, FL 32773 Phone: 407-886-3729 ...m Preserve%ot 192 -1769 TR.rup wmmenergyair.com GRenner@energyair.com 1 1/2" VTR I VTR Jul I I I LAV I T I U I I I I I I we I 2° I 3" SHWR WM I KIT AUTO VENT 38 1 112" VTR n 0lilt I o v eG 2., I D T I O V I 3" W TUB I 2" 3" CA WC391 3" c10 LAV210 PLAN 1769 PLUMBING RISER DIAGRAM BXJIXM] IVG 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. B POINT OF MENCEMENT WEST CORNER OF THE RTHEAST 1/4 OFFCTION17-20-31 CCR #55989 WESTERLY LINE OF I THE NORTHEAST 1/4 OF SEC 17-20-31 CiOBASISOFBEARING) M 3 W PALMER'S SUBDIVISION o PLAT BOOK 2. PAGE 41) tO o 0 aI z N I POINT OFBEGINNING N89'40'51 "E A_ 520.31' LEGAL DESCRIPTION WYNDHAM PRESERVE - LOT 192 PLOT PLAN WYNDHAM PRESERVE LOT 192 Proposed) O W o> al D m G L o to co 0 0 a 0of c ov m Z .o O O 0 0 ' M rn o N mM J I LOT 19 t LOT 208 11. 0' I N89043'03"E 115. 00' 25. 0' o_ o n A/C W 133.3 r------ PA1) i 23. 7' aW t\ 58.0 i I A 3 0 I PROPOSED o o PROPOSED 12 0j QO O I DRIVEWAY i ai c N1 STORY RESIDENCE 3981 NIGHT HERON DRIVE 9' 3 LOT 192 p AREA PORCH 1769 HAWKING-' O1 ELEVATION i m 6,900 S.F. t LOT 207 v n is Q w s1 z E" w PROPOSED 13.3 v - T GARAGE - LEFT o No 05 a w o I l WALK n FFE= 25.3 9. 3 O J o. Q I 5. 3 66.0 N 23. 7' O z U U t0 I w I 11. 0' 115.00' S890431031W 239 fPCP 9 1 I I LOT 193 LOT 206 Buildli mg Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 7.5' DESCRIPTION: A parcel of land lying in Section 17, Township 20 South, Range 31 East, Seminole County, Florida, and being more particularly described as follows: COMMENCE at the Northwest corner of the Northeast 1/4 of said Section 17, run thence along the West line of the Northeast 1/4 of said Section 17, S.00"19'09"E., a distance of 1,939.07 feet; thence N.89040'51"E., a distance of 520.31 feet to the POINT OF BEGINNING; thence N.00"16'57"W., a distance of 60.00 feet; thence N.89"43'03"E., a distance of 115.00 feet; thence S.00016'57"E., a distance of 60.00 feet; thence S.89043'03"W., a distance of 115. 00 feet to to the POINT OF BEGINNING. Containing 6,900 Square feet, more or less. LEGEND: ADUSSD-Access Drain a Utilities Sidewalk U3-Ucensed usiness / ag / / BFP- Backflow Preventer Sight Distance Easement S - Survey PRM-Permanent Ref. Monument R - Reported PCP -Permanent Control Point D - Description FP&L -Florida Power & Light p - plat FFE-Finish Floor Elevation D. . - Deed Book Water Meter O. R.-Official Records Book OG-Water Valve P. B.-Plat Book Zy-Fire Hydrant Pg.- Page RC® -Reclaimed Water Meter Elev. - Elevation RCD4-Reclaimed Water Valve Cone. - Concrete Q Cable Box BP - Brick Paver IL-TelephoneBoBox SW -Sidewalk Electric x FFE-Finished Floor Elevation Q}:Utility Pole CI -Curb Inlet Guy Pole GT1-Grote Top Inlet tight Pole P.U. E.-Public Utility Easement E--Guy Anchor RCP -Reinforced Conc. Pipe OU--overhead Utilities PVC -Polyvinyl Chloride Storm Sewer Manhole NCS-No Comer Set (Falls in Water) m-Sonitary Sewer Manhole SF -Square Feet EHHo -Electric Handhole D.U. E. -Drainage/Utility Easement Coo -Clean Out FMGD-MAG NAIL & DISK XVD4-Irrigation Control Valve P.K. - Parker Kalon Nail p -Sign SIR -Set 1/2' Iron Rod L87768 WD4-Gate Water Valve SPKD -Set P.K. & Disk L87768 Gas Meter FIR -Found 1/2' Iron Rod L87768 Existing Grade FiP-found 1/2' Iron Pipe L87768 a -Blow -off Valve. FPKO-Found P.K. Nail & Disk L87768 -a_-Drainage Flow Direction FCM -found 4'x4" Concrete Proposed Design Grade Monument PRM LB7778 As-Buik/Existing GmdJ1 Note: SomeitemsinaboveleaenmaynotbeaooicableDescriptionI Date I Dwn.ICk'd I P.C.IOrder No. REVISED PRODUCT 1 8/15/17 1 MTP I JDL SURVEYOR'S NOTES: 1. Current title information on the subject property had not been fumished 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 GEOCE11C VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for VYNOHAM PRESERVE'. City of Sanford. Seminole County. Florida. 5. This Plot Plan is subject to matters shown on the construction plans for 'YVYNDHAM PRESERVE". City of Sanford. Seminole County. Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. LOT AREA CALCULATIONS LOT = 6, 900 SQ.FT. LIVING AREA= 1.769 SQ.FT. GARAGE = 410 SQ.FT. PORCH = 43 SQ.FT. DRIVEWAY = 532 SQ.Fr. PATIO = 109 SQ.FT. WALKWAY = 40 SQ.FT. A/C PAD = 9 SQ.FT. IMPERVIOUS= 42. 2 X SOD = 3. 988 SQ.FT. OFF LOT AREA CALCULATIONS R/W = 1.500 SQ.FT. APRON = 114 SQ.FT. SIDEWALK = 300 SQ.FT. SOD = 246 SQ.FT. TOTAL AREA AREA 8. 400 SQ.FT. DRIVEWAY = 646 SQ.FT. SIDEWALK = 340 SQ.FT. SOD = 4. 145 SQ.FT. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone Y DESCRIPTION: PROPOSED LOT 192, according to the plat of "WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: (321) 270-0440 Fax: (813) 248-2266 Licensed Business No. LB 7768 GeoPoint Surveying, Inc. Ames D. Levies LS6915 Drown: JE FLORIDA PROFESSIONAL SURVEYOR & MAPPER NO. ..............5 Date:: JE NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL USED SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER SEC. 17 - QaNPrA Q1VLY NOT A SUR—N91 ) JFor P4 ttiht4PNLY) s Checked: JDL I P.C.: JDato File:eemanEast-Plat 7 Dwg: 6IamEmt-tot192 I Order No.: — WN. 20 S. - RNG. 31 E. I Field Bk: — RECORD COPY PALM10 PC ELECTRIC Starlight Homes Seminole 1769 Hawking LOAD CALCULATION May 26, 2017 I. HVAC LOADS fNEC 2011 - 220.82(Cl(31- (411 ZONE COMPRESSOR SIZE 1 3.00 TON 2 TON 3 TON 4 TON 5 TON ZONE. AIR HANDLER 1 7 00 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS TOTAL LOAD FOR COMPRESOR @ 100% TOTAL LOAD FOR AIR HANDLER @ 65% TOTAL HVAC DEMAND LOAD 11. GENERAL LOADS (NEC 2011 - 220.82(B)(II-011 CONNECTED LOAD 5.40 KVA BLOWER MOTOR CONNECTED LOAD 0.67 7.67 KVA 13.07 KVA 5.40 KVA 4.99 KVA 10.39 KVA LIGHTING 1769 Sq Ft @ 3VA/Sq. Ft 5.31 KVA QTY VALUE TOTAL KVA 2 SMALL APPLIANCE CIRCUITS 1.50 3.00 KVA l LAUNDRY CIRCUIT 1.50 1.50 KVA 1 7- 3 1 8 6 1 DRYER CIRCUIT 5.00 5.00 KVA 0 STACK WASHER/DRYER 5.00 011A1NCIWATERHEATER (1) 4.50 4.50 KVA 0 WATER HEATER (2) 4.50 1 DISHWASHER 1.20 1.20 KVA SANFORD 1 DISPOSAL(I) 0.80 0.80 KVA 0 DISPOSAL(2) 0.80 FapRrn 0 RANGE/OVEN(1) 7.20 1 RANGE/OVEN (2) 12.00 12.00 KVA COOKTOP CIRCUIT 720 SUMMER KITCHEN/JENAIR GAS 1.50 1 MICROWAVE CIRCUIT 2.50 2.50 KVA 0 JACUZZI TUB CIRCUIT 4.80 0 40 AMP CAR CHARGER 9.60 30AMP POOL CIRCUIT 7.20 60ANT POOL CIRCUIT 14.40 0 80AMP POOL CIRCUIT 1920 CONNECTED LOAD (GENERAL LOADS) 35.81 KVA IST 10 KVA (GENERAL LOADS) @ 100% 1000 KVA REMAINDER (GENERAL LOADS) @ 40% 10.32 KVA SUB -TOTAL (GENERAL LOADSI INEC 2011 - 220.82(BI) 2032 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.32 KVA TOTAL DEMAND LOAD (NEC 2011 - 220.82(Al) 30.71 KVA MINIMUM SERVICE SIZE 127.95 AMPS RECOMMENDED SERVICE SIZE 150 AMPS RECORD COPY Typical 150 Amp Electrical Diagram 150 Amp Main 120V/240V Typical 150 Amp Interior Panel w1LD/% SANFORD OF'°AR'ft`A' r 1-7 - 3 1 86 2/0 SER Aluminum Service Cable Or 2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL 250.94 Intersystem Bonding Bridge Power Company Secondary Conduit & Wire 4 Bare Copper Per NEC 250.66 B Ground Clamp 7- Concrete Encased Electrode Lumber design alues are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RECORD COP), RE: WPO192 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Ashton Woods Project Name: WPO192 Model: 1769 Tampa, FL336104115 Lot/Block: 192 Subdivision: Wyndham Preserve Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 30 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G 15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name I Date I No. I Seal# I Truss Name I Date 1 IT12260489IA01 10/13/17 18 1 T12260506 1 CJ5 10/13/17 12 I T1226049O I A02 1 10/13/17119 I T122605071 EJ3A 1 10/13/17 13 I T12260491 I A03 1 10/13/17120 I T12260508 I EJ3B 1 10/13/17 14 1 T1 2260492 1 A04 1 10/13/17121 I T12260509 I EJ5 1 10/13/17 I 15 I T12260493 I A05 1 10/13/17122 I T12260510 I EJ7 110/13/171 16 I T1 2260494 1 A06 1 10/13/17123 I T12260511_J EJ7A 1 10/13/17 1-7 I T12260495 I A07 1 10/13/17 24 I T12260512 EJ7B 1 10/13/171 18 1 T122604961 A08 1 10/13/17125 1 T122605131 HJ3 1 10/13/171 19 1 T122604971 A09 1 10/13/17126 1 T122605141 HJ5 1 10/13/17 10 1 T1 22604981 B01 10/13/17 27 T12260515 1 HJ7 10/13/17 11 IT1226049911302 10/13/17 28 T12260516 V2 10/13/17 12 1 T12260500 1 B03 1 10/13/17 29 1 T12260517 1 V3 10/13/17 113 I T12260501 1604 1 10/13/17 130 I T122605181 V5 1 10/13/17 1 114 1 T1 2260502 1 B05 1 10/13/171 15 1 T12260503 1 B06 10/13/17 16 1 T12260504 1 CJ1 10/13/17 117 IT122605051CJ3 110/13/171 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: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. LOING SANFORO 4 FPARZ 17 "3186 V NSF•. '. o 68182 O TATE OF •: O R t'0 N N AL 4 Jmquln a NoAS182 MITek U Fl. Cert 6634 6904 Parke East Blvd. Tampa Fl. 33610 DO: October 13,2017 Velez, Joaquin 1 of 1 Job Truss Truss Type ry PlyJob Tt2260489 WP0192' A01 Hip Girder f 1I Reference (optional) ouwe s rns,avu,cv, .—W., rw,v—y. ...- q.._ R ._ __....-._.....___...__...._ ... _-.._ . __.. _ tI . ID:rfylRhmERah3zftORgKYR9zPCPY-nHKNh9vOPIHc012sSA2nBlfoct]yef_H2tdttUll yTszN O 3, _11 7 0-0 11.9.10 16.7.3 21.4.13 26.2.6 31-0-0 34.2.2 38-" 39-0-0 0 3.9.14 3.2.2 4.9.10 4.9.10 4.9-10 4.9.10 4-9-10 3.2.2 3.9.14 •0 Scale = 1:69.3 5.00 F12 Sx6 = 3x8 = 4 31 325 33 34 635 36 3x6 = 5x8 = 737 8 38 9 39 40 10 3 Iy 0 24 23 41 42 2243 21 44 20 45 46 19 1847 48 17 49 16 50 15 14 3x6 = 2x4 11 3X8 1.5x8 STP= 2x4 II 3x6 = 1.5x8 STP= 2x4 11 3x6 = 6x8 = 36 = 6x8 = THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. LOADING (psf) TCLL 20.0 TCDL 7.0 SCLL 0.0 ' BCOL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TP12007 CSI. TC 0.70 BC 0.40 W B 0.48 Matnx-M) DEFL. in (loc) Well L/d Vert(LL) -0.03 22-23 >999 240 Ven(rL) -0.08 22-23 >999 180 Horz(rL) 0.02 12 IVA n/a PLATES GRIP MT20 244/190 Weight: 196 lb FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc puriins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0.8-0. lb) - Max Horz 2— 78(LC 13) Max Uplift All uplift 100lb or less at joint(s) except 2=-298(LC 8), 22=-917(LC 8), 17=-1016(LC 9), 12=-326(LC 9) Max Grav All reactions 250 lb or less at joint(s) except 2=589(LC 1), 22=1910(LC 19), 17=2059(LC 20), 12=629(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-948/465, 3-4=-714/368, 4-31=-625/364, 31.32=-625/364, 5-32=-625/364, 5-33=-254/622, 33.34— 254/622, 6-34=-254/622, 7-8=-355/880, 8.38_ 355/880, 9-38=-355/880, 10-11=-803/448, 11-12= 1047/528 BOT CHORD 2.24=•432/842, 23-24=-432/842, 23.41=-390/207, 41-42=-390/207, 22-42=-390/207, 17.49_ 262/176, 16-49=-262/176, 16-50=-276l739, 15.50=-276/739, 14-15— 412/932, 12-14=-412/932 WEBS 5-23=-558/1203, 5-22=-1183(756, 6-22=-927/457, 6-20=0/271, 7.19=0/381, 7.17=.1099/578,9-17=-1345/765,9-16=-274/785,10.16_ 848/436,10-15=-148/509 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf: BCDL=5.Opsh h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18: MW FRS (envelope) automatic zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 298 lb uplift at joint 2, 917 lb uplift at joint 22 1016 lb uplift at joint 17 and 326 lb uplift at joint 12. 8) 'Semi -rigid pitchbreaks Including heels' Member end fixity model was used In the analysis and design of this truss. Continued on oace 2 Q WARNWO _ Vatlry daargn petameters and READ NOTES ON THIS AND INCLUDED N/TEK REFERANCE PAGEYU-7473 mv. I&V3,200S BEFORE USE Design valid rot use only with Mllek® connectors. This design h lased only upon pcaanelea shown. axt Is for an l ndlvkkta nodding component, not o buss system. Before use, the building designer inusl vedfy, the cp plicotAlly of design lmametors and properly I ncaporate ffnt; design Into the ovoral building design. draci Indlcaled Is to buckling of Individual Inns web and/a chord members only. Adational temporary and pernnanant brocing MOWngprevent Is sways iec"red for slabUay and to prevent collapse wtih postAe petsoal Inpey and ptopeny ckfrnage Fa genetai guldatce togading the to ilcollon. storage. delivery, erection anti btackng of tnrases and trum systems. soeANSI/IPI I Quality Cdfada. DSB-E9 and SCSI Building Component 6904 Parke East Blvd. Safety Information avc9atxe from 9tss Rafe Institute. 218 N. Lee Street. Stdte 312. Adexandit VA 22314. Tanya. FL 33610 Job Truss TfUSS Type ry Ply r122co4ee W POI92 • A01 Hip Gudar 1 II Job Reference(optional) ausaers "sWolfrce. tampa. rant cny, rtonaa 3Jbee 1 04u a Aug le 2u l r Nu I ex tnau8tnas. tnc Inn um1 J l u zu:b4 zu I r raga z ID:rfytRhmERah3zftORgKYR9zPCPY-nHKNh9vOPl HcO12sSA2n81focOyef_H2ubtUt 1 yTszN NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 lb down and 213 lb up at 7-0.0.87 lb down and 122 lb up at 9-0-12, 87 Ib down and 122 Ib up at 11-0-12, 87 Ib down and 122 Ib up at 13.0.12, 87 Ib down and 122 lb up at 15-0-12. 87 lb down and 122 lbup at 17-0-12. 87 lb down and 110 lb up at 19- 0-0, 87 lb down and 122 lb up at 20.11-4, 87 lb down and 122 lb up at 22-11-4, 87 lb down and 122 lb up at 24-11-4. 87 lb down and 122 lb up at 26-11-4. and 87 Ib down and 122 lb up at 28-11-4, and 173 lb down and 213 lb up at 31-0-0 on top chord, and 307 lb down and 137 lb up at 7.0-0. 65 lb down at 9.0.12, 65 lb down at 11-0-12. 65 lb down at 13-0-12. 65 lb down at 15-0-12, 65 lb down at 17-0-12, 65 lb down at 19-0.0, 65 lb down at 20.11.4, 65 lb down at 22.11.4, 65 lb down at 26-11-4. and 65 lb down at 28- 11.4, and 307 lb down and 137 lb up at 30-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1.4_-54, 4.10=-54, 10.13=-54, 25.28=40 Concentrated Loads (Ib) Vert: 4=-126(B) 8= 87(B) 10_ 126(8) 23=-307(8) 15_ 307(B) 31=-87(6) 32=-87(B) 33=-87(8) 34— 87(B) 35=-87(B) 36=-87(B) 37=-87(B) 38— 87(B) 39— 87(B) 40=-87(B) 41=- 41(13)42=41(B)43=-41(B)44=-41(B)45=-41(B)46=-41(13)47=-41(B)48=-41(B)49=-41(B) 50=-41(13) Q WARNING - Verity deafen parameters and READ NOTES ON THIS AND INCLUDED MIlEK REFERANCE PAGE MI-T473 rsv. 10AMIS BEFORE USF- Design vr91d fa use only with NUlek® connectofs. it* design is based only upon pararneters shown. and Is for an Individual bLdding component, not a truss system. Before use. the txddhg designof must vedfy the opplkablilly of design poranefers and rNoperly leoq)orole this design Into the overall txficang design Bracing Irldlcolecl is to proven buckling of Individual In=web and/ot clad membofs only. Additional lemporary and rofrnarent txcdng MiTek' isalwaysrec"ed lot sk>bWly and to prevent collapse vAlh possVe porsonal trdtay and property damage. rw genetal guidance regarding the fatHk: allon. stofago, dolfvcry, erection and bracing o1 Innsos and Miss systems seoANSI/TPI I Quality CAtanh. OSS-89 and lCSI Building Component 6904 Parke East Blvd. Safety Information avcflc"e Oom truss Plate InsUMe. 216 N. Lee Street. Su lte 312. Alexandria, VA 22314. Tampa, fL 33610 russ Truss Type , ty Tf2260490 W P0192 A02 Hip 1 1 Job Reference (optional) Buddens FustSoutce, Tampa, Plant City, Florida 33666 7.640 s Aug 16 2017 MLTek Industries. Inc Fri Oct 13 10 28 54 2017 Page 1 ID: rlytRhmERatOzliQRgKYR9zPCPY-nHKNh9v0PIHc012sSA2n8lfgVOWVf h2ubtUllyTszN M1 4.9.14 9.0-0 15-a-0 22.4-0 29-0.0 33.2.2 38-04 9-0 4-914 4.2.2 86-0 66-0 86.0 4.2.2 4-814 Scale - 1:69.3 30 = Sx8 = 12 Sx8 = 5.00 3x4 = 3x6 = 4 5 25 8 7 8 18 17 16 15 14 13 12 3x6 = 30 1 Sx8 STP = 3x6 = 3x4 = 3x6 = 1.Sx8 STP = 3x4 3x6 = 30 = 30 = 0 12 4-0 786-0 246.0 29 0 0 38-0-0 9.0-0 3.4-0 6-2.0 6.2-0 o 9.0.0 Plate Offsets (XY)-- 12:0-3-O.Edael,14:0-5-12.0.2.81.18:0.5.12.0.2.81,110:0-3-O.Edoel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.11 12-24 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.27 12-24 >586 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.45 Horl(TL) 0.01 10 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-M) Weight: 186 lb FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0.8.0. lb) - Max Horz 2=-98(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 2=-196(LC 10), 17=-500(LC 10). 13=-495(LC 11), 10=-231(LC 11) Max Grav All reactions 250 lb or less at joint(s) except 2=427(LC 1), 17=1027(LC 21), 13=1088(LC 22). 10=461(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-421/243, 4-5=-151/361, 7-8- 99/381, 9-10=-505/331 BOT CHORD 2-18=-238/366, 10-12=-221/443 WEBS 3-18- 319/301, 4-18- 54/315, 4-17=-671/365, 5.17=-601/351, 7-13=-617/374, 8-13=-720/360, 8-12=-51/323, 9.12=-317/300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vu1t=140n1ph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone and C-C Intedor(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 196 lb uplift at joint 2, 500 lb uplift at joint 17 495 lb uplift at joint 13 and 231 lb uplift at joint 10. 7)'Semi-rigid pilchbreaks Including heels' Member end fixity model was used In the analysis and design of this truss. A WARNING - verl/y dadgn peramsten and READ NOTES ON IBIS AND INCLUDED hf fEK REFERANCE PAGE MO.7473 rev. 1=420I S BEFORE USE. Design voild lot use only vAlh Mllek8 conneclors. Blh design h based only upon paameters shown. and is lot an R1dMldual IxRcMV competent, not a Irus syslom. Beforo use. Irte buik6n0 deslpnot tnusl vodly the c"Alcabillty of design parameters aril Ixopedy Rlconpofate Iltfs design Into the overall txrca,g cieslgn. Bracing IndlcoW Is to prevent buckling of UtdNldual IR= web and/or chord momWts only. AcUllonal temporary and permanent txoclno MiTek' Is ahvcrys rocnAtcKJ (of stability and Io prevent Collapse vAh rxmtAe personal trytay and property ckli page For general gulcicme reUmc9rlg the foLxIcalkxL storage. delivery, erection oW txachg of lnrstes oruf Intl systems. seeANSI/TPI I Quality Criteria. OSS-89 and SCSI Bundling Component 6904 Parke East Blvd Safely Itdormallon ovollaMe Rom truss Rate Runluto. 210 N. Lee Street. Stile 312. Alexandria. VA 22314. Tempe, FL 33610 Job Truss russ I ype ry Ply nn6o491 W POt 92 • A03 Hip 2 1I Job Reference(optional) Builders FeslSource. Tampa, Plant Cay, Fkuida 33566 7.640 s Aug 16 2017 Wek Industries, Inc Fn Oct 13 10:29:65 2017 Page 1 ID:rfytRhmERah3zfiORgKYR9zPCPY-FTuluVveAbPTeBd2?uZOhzCwLgCZOPsi7Fc 1 PTyTszM 1.0- 5.9-14 11.0-0 1"-o 27-0-0 32.2.2 38-0-0 9-0 0 5 8.14 5.2.2 8-00 8-0-0 5-2.2 S-9-14 Sx8 = 5.o0 Fi2 2x4 11 Sx8 = Scale = 1:69 3 16 15 13 11 10 2x4 II 30 = 3x8 MT20HS = 3x8 = 3x8 MT20HS = 3x4 = 20 11 3x6 = 3x6 = 5.9.14 1104 19-0-0 27-0-0 i 32.2.2 38.0-0 t 5 8.14 5.2-2 8-f O 8-0-0 5-2-2 5-9 14 Plate offsets (xY)-- 14:0-5-12,0-2-81, (6:0-5-12,0.2-81 LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Ven(LL) 0.30 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(TL)-0.6311-13 725 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.58 HOfz(TL) 0.19 8 n/a rVa BCDL 10.0 Code FBC2014lrP12007 Matrix-M) Weight: 188 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4-6: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-8-4 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=146008-0, 8=1460/0.8.0 Max Horz2=-118(LC 11) Max Uplift2=-605(LC 10), 8=-605(LC 11) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2958/1150, 3.4=•2571/1054, 4-5=-2897/1290, 5.6=-2897/1290, 6-7=-2571/1054, 7- 8=-2958/1153 BOT CHORD 2.16=-1078/2673, 15-16=-1078/2673, 14.15=-832/2335, 13-14=-832/2335, 12- 13=-813/2335, 11.12=-813/2335, 10-11=-963/2673, 8.10=-963/2673 WEBS 3.15=-391/279, 4.15=-56/394, 4-13=-372/778, 5.13= 497/423, 6-13=-372/778, 6- 11=-57/394, 7-11=-391/281 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=5 Opsf; h=15ft; Cat. II; Exp C; Encl., GCpl=0.18: MW FRS (envelope) automatic zone and C-C Interfor(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOt.=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 605 lb uplift at joint 2 and 605 lb uplift at joint 8. 8) ' Semi -rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. Q WARNING • Veft deslpn piumneters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MIF7473 rev. 90WMIS BEFORE USE Design valid for use only wllh Mliek®conneclots. ills design Is based only upon tx'omelers shown. and Is for on VKU*kK I buldln0 component. not o buss syst(in. Beloro uso. rho btAding desigtet must vedty the olXAI ;ablllry of design patamotors and properly Incorporate Ihls dash finInto Ile overall txAaing design. Brochg Inc-B-ated Is to buckling of Indlviduai truss web and/or chord members oNy. Adailkxol tompetary aril permanent Ixoc:tng MiTek' IxevenlS always requited for stability arid to prevent cotiapse Witt possible personal Irni ry and property daanage. for goncHal gukJuoo reWdtng the 6904 Parke East Blvd. fatxlcatkxLstorage, delNery, oreclkxn and btaeklg of fnrsses and Inrss systems seeANSI/IPI I Quality Criteria, DSB-89 and SCSI BulicIN Component Tampa. FL 33610 SafetyInformationavailablefromtrussRateInstitute, 218 N. Lee Street. Suite 312. Alexarndrla, VA 22314 Job I cuss Truss Type ty T12260492 W P0192 • A04 Hip 2 1 Job Reference (optional) Budder; FestSou¢e. Tampa. Plant Cay. Florida 33566 7.640 a Aug 16 2017 Wait Industries. Inc. Fn Oct 13 10:2t 55 2017 Foge 1 I D: rf ytRhm E Rah3zliO RgKY R9z PCPY-IIS75rwHwvXKGLCE2b4FDAk9bDYK 7t9sMvMbyvyTszL 1 6 9.14 13 0-0 19-0.0 25-04 31.2.2 38-0-0 04 6.8.14 6.2.2 6-0.0 6-0-0 6.2.2 A-14 Sx8 = 2x4 II Sx8 = 16 15 13 " 11 10 3x6 = 2x4 11 30 = 3x6 = 3x8 = 3x6 = 3x4 = 20 11 6.9.14 1 13.0-0 1 19-0-0 1 25-0-0 1 31-2.2 1 38-0-0 3x6 = Scale = 1:69.3 mA Plate Offsets (XY)-- 6.9.14 62-2 14:0-5-12,0-2-81, 16:0-5-12,0-2-81 6.0.0 0 6.2.2 6-W14 LOADING (pst) SPACING- 2.0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.26 13 999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Ven(TL) 0.52 13-15 874 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.52 Horz(TL) 0.18 8 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-M) Weight: 193 lb FT = 040 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No 3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8.8 oc bracing. REACTIONS. (lb/size) 2=1460/0.8-0, 8=1460/0.8.0 Max Horz 2=-137(LC 11) Max Upli112=-602(LC 10), 8=-602(LC 11) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-2942/1127, 3.4=-2399/934, 4.5=-2412/1028, 5.6- 2412/1028, 6.7=-2399/935, 7-8=-2942/1129 BOT CHORD 2-16- 1066/2654, 15-16=-1066/2654, 14.15=-732/2160, 13-14=-732/2160, 12-13=-677/2160, 11.12=-677/2160. 10.11=-931/2654, 8-10=-931/2654 WEBS 3-15=-562/370, 4-15=-97/419, 4-13=-250/480, 5-13= 364/309, 6.13=-250/480, 6-11=-97/419,7-11=-562/372 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=5.Opsh h=151t; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) automatic zone and C-C Interior(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 602 lb uplift at joint 2 and 602 lb uplift at joint 8. 7) 'Semi -rigid pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. A WARNING - Vorrry dodgn pamnotere and READ NOTES ON THIS AND INCLUDED A11 EK REFERANCE PAGE MO.7473 rev. IOrD MIS BEFORE USE Design valid lot use orgy with NlIfek® connectors. Itls design Is bcred orgy upon paamolees shown. and is la an IndhMAal txdcgno component. not a 0uss syslei n. Belote use. the lxltdlng designer must verily Ile aplxlcabAlly of design pars noters and properly Encogwtato 01k design Into Ile oveeatl tAAdIng design Bracing Indicated Is to ptovent buckIMU of Irldlvklrxl Inns web and/or chord members only. AddIDerKd lompotary anal permanent txacing WOW Is dways required toe slabWty and to prevent collapse wllh posselo personal Injury and rxopedy damage. Foe 0enet l g11da1co regadrlg the fabrication. storage, delivery, etecllon o W bracing of trusses and tines systems soeANSI/IPI I Guallty Criteria, OSB-119 and BCSI Building Component 6904 Parke East Blvd. Safety Infamallon ovallable from Itus Plate 91sIIMe, 216 N. Lee Street. Srlte 312. Alexancift VA 22314. Tampa, FL 33610 Job Puss Puss ype ry T12260493 W P0192 ' A05 Hip 2 1 Job Reference (optional) Builders FU4ISOUrce, Tanpa, Flood Gay, Florida 33566 r.Ma s Aug to tar r Mu OK rnousirres, inc Pro vo 1 ] rv:zu:Or Zvi r rags 1 1 D: rytRhmE Rah3zfiORgK YR9zPCPY-BsOVJBxvhDtBIVnR7lcUmOH EmduUsGYOa258UMyTszK 1-0 7.9.14 15.0.0 23-0-0 30.2.2 38" 9-0 7-9.14 7-2.2 8-0-0 7.2.2 7.9-14 3x8 5.00 12 site = 2x4 II 3x8 MT20FIS = 3z4 = Sx6 = 3x8 = 3x8 MT20HS = 2x4 II 7.9.14 15-0-0 } 23-0-0 I 30.2-2 d 394}-0 714 7.2.2 tl-0-0 7-2.2 7-8.14 3x6 Scale = 1:70.6 Plate Offsets (KY)-- 12:0-3.0.0.1.81.f5:0.5-12,0-2-81.(6:0-3-0.0-2-41,19:0-3-0.0-1-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Wait Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.96 Vert(LL) 0.23 14-16 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(TL) 0.54 13-14 837 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.83 Horz(TL) 0.18 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 184 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 'Except' 5-6: 20 SP No.1 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1460/0-8-0.9=1460/0.8-0 Max Horz 2=- 1 57(LC 11) MaxUptilt2=-600(LC 10).9=-600(LC 11) BRACING - TOP CHORD Structural wood sheathing directly applied. SOT CHORD Rigid ceiling directly applied or 5-9-5 oc bracing. WEBS 1 Row atnlfdpt 5-13 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2891/1092, 3.4=-2235/820, 4.5=-2158/841, 5.23=-2001/841, 6.23=-2001/841, 6-7=2158/841, 7.8=-2235/820, 8-9=-2891/1094 BOT CHORD 2-16=-1042/2600, 15-16= 1042/2600, 14.15=-1042/2600, 14-24=-640/2000, 13-24=-640/2000, 12-13=-887/2600, 11-12=-887/2600, 9-11=-887/2600 WEBS 3-16=0/279, 3.14_ 674/443, 5-14=-107/503, 6-13=-95/503, 8-13=-674/445, 8-11=0/278 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=5.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18: MW FRS (envelope) automatic zone and C-C Interior(1) zone; cantilever left and right exposed; end vertical left and right exposed:C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 Wide will fit between the bottom chord and any other members, with BCOL = 1O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 600 lb uplift at joint 2 and 600lb uplift at joint 9. 8) "Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. A WARNING - 110ft design parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO.7473 rev. 149VAIS BEFORE USE. Design vcdkl lot use only wlm Mffek®corarectors. thisdesign Is based orgy upon paameters shown, aryl Is for an trxllvicAal Ixddng component, not o truss system. Before we. the txdtdmg designer must verity the orAAlcals0lry, of design paamelors aril property Incorpotale thisdesign Into Ole overall Ixlldtng design. Bracing Inclicaled Is to prevent txy;aing of Indlv6ducil truss web and/at chord members only. Addtlorwl tainpaiary and permonenl txoctng WOW Is always regaled for skItAlty aryl to prevent collapse with poss"a personal"aryl property ckunage. For general guidcnce regarcBng" 6904 Parke East Blvd. krixlcatkxl. Malaga, dollvery, erection and btaolng of trusses and tans systems. seeANSI/1PI I Quality Criteria. OSS-69 and SCSI eullding Component Tarnpa, FL 33610 Safety InformationavailabletraintrussPlateInsllMo. 218 N. Lee Streel. Stdte 312. Alexmidda, VA 22314. Job Truss Truss Type y T12260494 W P0192 ' A06 Hip 2Ply 1 Job Reference(optional) Builders FnstSource. Tango. Plant City, Florida 33666 7.640 a Aug 16 2017 MTek Industries, Inc. Fri Oct 13 10.28:58 2017 Page 1 ID:rylRhmERah3ztiORq YR9zPCPY-12auWXyXSWn2VeMdhO7llbgY41CYblX9pCrhOoyTszJ 1-0 61.3 116.10 17-0-0 2t-0-0 26.5.6 31.10.13 22 :2 9-0 6 t.3 5-56 S."4-0-0 5-5-65-56 6.1.3 -0 Sx6 = _ 5.00 12 Sx8 6 25 7 ro i' 16 15 30 = 3x6 = 3x8 MT20HS = 3x8 = 30 = 3x8 MT20HS = 30 = 3x6 = Scale = 1:70.6 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.24 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(rL) -0.61 13-15 >745 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr YES WB 0.65 Horz(TL) 0.18 11 I'Va rVa BCDL 10.0 Code FBC2014lrP12007 Matrix-M) Weight: 200lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3•1-13 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-9 oc bracing. WEBS 20 SP No 3 REACTIONS. (lb/Size) 2=1460/0-8-0.11=146010-8-0 Max Horz 2=- 176(LC 11) Max Uplift2=-595( LC 10), 11=-595(LC 11) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2. 3=-2949/1162, 3-4=-2721/1039, 4.5_ 2668/1051, 5.6=-2024/785, 6.25=-1819l773, 7-25=-1819/ 773, 7-8=-2023(785, 8-9=-2668/1053, 9.10=-2721/1041. 10-11=-2949/1164 BOT CHORD 2. 18=-1144/2665, 17-18=-866/2271, 16-17=-866/2271, 15-16=-480/1818, 14- 1 5=- 690/2271, 13.14=-690/2271, 11.13=-970/2665 WEBS 3-18=- 278/294, 5-18=-119/441, 5.16=-615/428, 6.16=-180/519. 7.15=-224/519. 8.15- 616/ 428, 8-13=-120/441, 10-13=-278/295 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsh h=1511; Cat. II; Exp C; Encl., GCpi=0.18, MW FRS (envelope) automatic zone and C-C Interior(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 595lb uplift at joint 2 and 595 lb uplift at joint 11. 8) - Semi-rigid pitchbreaks Including heels` Member end fixity model was used in the analysis and design of this truss. A WARNING • Verily design panunotors and READ NOTES ON TNtS AND INCLUDED MITEK REFERANCE PAGE MO.7473 rev. f&SMIS BEFORE USE. Design valkf lot use only vAm MBeW connectors. fhls design is based only upon parameters shown. and Is for an Individual b uldlna comporroN. not a truss syslorn. Before use. the building designer roust verity the ar)MIcab011y of design Ixitamotors and poperly Incorporate this design Into Iho overall txIDdng design. Siccing Indicated is to povent b ucatng of InalMWuar Itua web and/or chord members only. Additional temporary and pamarient bracing WOW Is always tecplrod ( or stabilty and to pevent cotkrne Win tale Personal Inpry and poperiy darnage. For general guidance regudng the fabrication, storage, delivery. erection and bracing of trusses and Inca systems, seeANSIfFPI I Quality Criteria, OSS-89 and SCSI Building Component 6904 Parke East Blvd Safety Information ovallabie from truss Plate institute. 218 N. Lee Street. Stile 312. Alexoridda, VA 22314. Tanga, FL 33610 Job Truss Truss Type oty ply T1226o4es W P0192 ' A07 Common 12 1 Job Reference (optional) Builders FaelSouree, Tanya. Plant City. Florida =66 r oeu a Aug io 2017 MiT ek mausrrwe, mc. FFI v i 13 i0.46 aV ev rye ID:dytRhmERah3zfiORgKYR9zPCPY-8E8Gkty9Dgvv7oxpEjeyrpMi 1 RXUKG912saFYEyTszl 1-0 6.9-3 12.10.10 19-0-0 25.1.6 31.2.13 38-" 9 69.3 6.1.6 6-1.6 6.1.6 6-1-6 6.9.3 500 12 30 = 3x6 = 3x6 4 5x6 = 3x8 = 3x6 = 30 = Scale = 1:68.1 3x6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.28 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 093 Vert(TL) -0.67 14-16 >678 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.43 Horz(TL) 0.17 10 rVa n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-M) Weight: 186 lb FT = 0°b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at nlldpt 7-14. 5.14 REACTIONS. (Ib/size) 2=1460/0-8-0, 10=1460/0.8.0 Max Horz 2=- 1 96(LC 15) MaxUplift2=-592(LC 10). 10=-592(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-2903/1139, 3.4=-2638/993, 4-5=-2577/1011, 5.6=•1863/732, 6.7=-1863(732, 7.8=-2577/1013, 8.9=-2638/995, 9-10=-2903/1140 BOT CHORD 2-16=-1135/2619, 16-23=-811/2160, 23.24=-811/2160, 15.24=-811/2160, 14-15=-811/2160, 13-14=-616/2160, 13-25=-616/2160, 25-26=-616/2160, 12.26- 616/2160, 10-12=-941/2619 WEBS 6.14_ 359/1081, 7-14=-685/482, 7-12=-146/483, 9-12=-324/337, 5.14=-685/481, 5-16=-145/483, 3.16=-324/336 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone and C-C Interior(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces $ MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) The solid section of the plate Is required to be placed over the splice line at joint(s) 15, 13. 4) Plate(s) at joint(s) 15 and 13 checked for a plus or minus 5 degree rotation about Its center. 5) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opst. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 592 lb uplift at joint 2 and 592 lb uplift at joint 10. 8)'Semi-rigid pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. WARNING- Vedly datign parometars and READ NOTES ON THIS AND INCLUDED NREK REFERANCE PAGE 10F7473 rev. 1=02015 BEFORE USE. Design valid for use only with WOW connectors. This design Is Lased only upon p-tiamelem shown. and Is lot on Individual bidding component, not a truss system Before me. the Ixlldlnp desioner must verify the applicabllN or design paranetors and properly Incopoiale this design Into the overall building design. Bracing Indicated Is to Ixevent twcWhng of individual tnra web and/or chord members only. Additional temporary and permanent IxaClrng M!Tek' Is always required for slal68y and to prevent collapse with possble personal"and property damage. for general gnxlance legaralng the fainvicallon, storage, delivery, erection and braCkng of Inisses rind Iniss systems. seoANSI/IPI I Quality Criteria, DSB-69 find SCSI SuBding Component 6904 Parke East Blvd Safely INannotlon available from Truss Plate institute. 218 N. Loe Street. Suite 312. Alexandria. VA 22314. Tango. FL 33610 Job I fuss I ruse I We ry Ply T12260498 WPOt92' A08I Root SpecialI IQt 1 Job Reference (optional) Budders FuatSoutca. Tempe. Plant City. Florida 33566 t ww s Aug to zui t mrrec mausmes, it r,, mar rs rv:o:w cv, i ye . 10•rytRhmERah3zfiORgKYR9zPCPY-cRrexCzn 82mlyWOoR9BOOvn7rse3aXSHWKoSgyTszH 1 4.11.14 9.4-0 9 18.1-5 It"29-0-0 322.2 38-0-0 9.0- 0 4.11.14 4-4-2 5.04-0 6-5.5 6.5.5 6.5.5 4.2.2 4.9 14 5.00 52 6x12 MT20HS = 2x4 \\ 3x8 = 3x4 = Sx6 = 45 6 7 8 9 Scale = 1:72.1 la 17 16 15 14 13 3x6 % 3x8 18 MT20HS = 4x12 =3x8 MT20HS = 3x8 3x6 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 14-16: 20 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=146010.8.0, 11=1460/0-8-0 Max Horz2=101(LC 10) Max Uphf12=-532(LC 7). 11 =-690(LC 11) CSI. OEFL. in loc) I/defl Ud PLATES GRIP TC 0.89 Vert(LL) 0.45 15 >999 240 MT20 244/190 BC 1.00 Vert(TL) -0.9315-17 489 180 MT20HS 187/143 W B 1.00 Horz(TL) 0.20 11 Na rVa Matrix-M) Weight: 189lb FT =0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 1 Row at midpt 5-15 FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2937/1196, 3-4=-2708/1130, 4.5=-2606/1150, 5-6=-3760/1866, 6-7=-3418/1579, 7-8=-3418/1579, 8-9=-2503/1233, 9.10=-2712/1276, 10-11=-2946/1438 BOT CHORD 2-17_ 1012/2654. 16-17=-952/2595, 15-16=-952/2595, 14-15=-1414/3319, 13-14=-1414/3319,11.13_ 1232/2664 WEBS 3-17=-265/294, 4.17=-692/1484, 5-17=-1270(755, 5-15=-792/1367, 6.15=-505/424, 8-15=0/282, 8.13=-952/521, 9-13=-251/742, 10-13=-212/254 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCOL=5 Opsf; h=15ft; Cat. It: Exp C, Encl., GCpi-0.18; MW FRS (envelope) automatic zone and C-C Interior(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) - This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 532 Ib uplift at joint 2 and 690 lb uplift at joint 11. 8)'Semi-rigid pitchbreaks Including heels' Member end fixity model was used In the analysis and design of this truss. 0 WARNM - Vedf/ dodgn punmeten end READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE MQ7472 nv. IG01-20IS SEFORE USE Design vcdld for use only Win Mllek®conrectots. Rds deslgn Is based only upon parameters shown. and Is (of an Individual building component. not a truss system. 8efote use. the lxdlUng designer must verity Ito applk:ab111y of design pararnolon aryl txopotly Incotporale this design Into the ovorall Ixddksg design. Bractng Indicated Is to prevent buckling of IrWNklual Russ web aril/or chord members only. Addlional temporary and 1x3nnonent btactng MiTek' Is always teclulted tot skdAty and to prevent collapse with rosslAe personal it*" aryl property donage. rot general gu k:Jume regarding the fatxk cillm stotago. delivery. election aryl Ixocklg of tntsses aril truss systems, soeMSI/TPI I Quality Criteria, DSB-69 and SCSI Sullding Component 6904 Parke East Blvd. Safety Information ovdlaMo from truss Plato Inslllule. 218 N. Lee Street. Suite 312. Alexandria. VA 22314 Tampa. FL 33610 W P0192 • I A09 I Roof Special Girder 11 I 1-0- 4.11.14 9.4.0 11.8.0 16.6.14 214-0 26.1.2 31-0-0 34.2.2 38-0.0 9 0 4. '.'4 4.4.2 2-4-0 4-10-14 4- .2 4.9-2 4.10.14 3.2.2 3.9-14 5x6 = 5.00 12 4 5x12 = 2x4 II 3x8 = 3x6 = 2x4 II US = Scale = 1:72.1 1.54 STP= Ig 23 22 21 20 19 36 18 37 1738 1639 40 41 15 14 US = 2x4 // 30 = 3x8 MT20HS = US = 2x4 11 3x8 = 30 = 20 It 3x6 = 4x6 = 3x8 MT20HS= 44j114 738-11 5 416-1-60.1 I 2.4-1.2 31 .2.2-0 4 6 4-1032-2 3.9.1414 4-8-2 4-9.2 14 Plate Offsets (Y Y)-- 110:0-5-12.0-2-81 LOADING ( psi) SPACING- 2-0-0 CSI. OEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.47 18-19 968 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(rL) 0.84 18-19 543 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.70 Horz(TL) 0.17 12 We rVa BCOL 10.0 Code FBC2014/rP12007 Matrix-M) Weight: 394 lb Fr = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1822/0-8.0, 12=2299/0-8-0 Max Harz 2=-101(LC 9) Max Upli112=-699(LC 8), 12=-1098(LC 9) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3733/1470, 3.4=-3634/1557, 4.5=-5639/2544, 5.6=-6314/2914, 6.30=-6314/2914, 30. 31=-6314/2914, 7-31=-6314/2914, 7-32=-6226/2973, 8.32=-6226/2973, 8. 33=-6226/2973, 9-33=-6226/2973, 9-34=-6226/2973, 34.35_ 6226/2973, 10- 35=-6226/2973, 10.11=-4894/2336, 11.12=4771/2257 BOT CHORD 2-23=-1256/3385, 22-23=-1290/3412, 21-22_ 1254/3258, 20-21=-2075/5061, 19- 20=-2075/5061, 19-36=-3015/6794, 36.37=-3015/6794, 16-37=-3015/6794, 18- 38=-3015/6794, 17.38— 3015/6794, 17-39— 3015/6794, 16-39=-3015/6794, 16- 40=-2022/4531, 40-41=-2022/4531, 15.41=-2022/4531, 14-1 5=- 1989/4329. 12- 14=-1989/4329 WEBS 3-22=-179/278, 4.21=-1715/3654, 5-21=-3035/1502, 5.19=-771/1546, 6.19_ 336/284, 7- 19— 653/482, 7-18=0/347, 7-16=-669/270, 9-16=-491/433, 10.16=-916/1980, 10- 1 5=-81/485, 11-15=-181/285 NOTES- 1) 2-ply truss to be connected together With I Od (0. t 31'x3') nails as follows: Top chords connected as follows, 20 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4. 1 row at 0-9-0 oc. Webs connected as follows: 2x4. 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf: BCDL=5.Opsf; h=15ft; Cat. 11: Exp C: Encl., GCpi=0.18; MW FRS (envelope) automatic zone; cantilever left and right exposed; end vertical left and fight exposed; Lumber DOL=1.60 plate grip DOL= 1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise Indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 8) ' This truss has been designed for a five load of 20.0psl on the bottom chord in all areas Where a rectangle 3.6-0 tall by 2-0-0 Wide Will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 699 lb uplift at joint 2 and 1098 lb uplift at joint 12. 10) ' Semi -rigid pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. A WARNWG - Verity deelgn paremetere and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE MIF7473 rev. IOAU,2015 BEFORE USE. Design valld lot use only Win MllekO connectors. 1hh design Is based only tgon parameters shown. and Is for an Indi"KA bkAding component. not a lags syslom Before use. the "dng designer must verify Me opnik;ablilty, d ofdesignparametersanrxopedy Incogorate Ihls design Into the overall bmdng design. Bracing Indicated Is to Ixevent buckling of Individual Ines wet) and/or chord members oNy. Adallonal temporary and pormonenl tracing MiTek' S always required for stablilty and to prevent edldgAe with possible personal frnkey and properly damage. For general gtlddnce regarding 9w labxlcalkxw slotage, delivery, etecllonn and tracing of Inrses and ,ntss systems seeANSI/IPI I Quality Criteria, OSS-119 and BCSI Building Component 6904 Parke Easl Blvd Safety Information available from truss Rate institute. 218 N. Lee Street. Suffe 312. Alexandria. VA 22314. Tempe. FL 33610 Job Truss truss type ry Ply Tt226W97 WPOt92' A09 fioolSpecial Gudar 1 2 Job Reference Ronal tsutaars t-vabouree, r arrpa. rranr i,ay, rronaa moo 10:rfytRhmERah3zfiORgKYR9zPCPY-YppOMu?IWIIU GfOwsBrrR_08ea?XZglkgpv9ZyTszF NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 128 lb down and 123 lb up at 18-11-4, 127 lb down and 122 lb up at 20.11-4, 127 lb down and 122 lb up at 22-11-4, 127 lb down and 122 lb up at 24.11.4, 127 lb down and 122 lb up at 26-11.4, and 127 lb down and 122 lb up at 28-11.4, and 223lb down and 213lb up at 31-0-0 on top chord, and 66lb down at 18-11-4, 65lb down at 20-11-4, 65lb down at 22-11-4, 65lb down at 24-11-4. 65lb down at 26-11-4. and 65 lb down at 28-11-4, and 307 lb down and 137 lb up at 30-11.4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-5=-54, 5-10=-54, 10.13=-54, 24-27=-20 Concentrated Loads (lb) Vert: 10= 126(F)15=-307(F) 30— 88(F) 31=-87(F) 32=-87(F) 33=-87(F) 34=-87(F) 35=-87(F) 36=-42(F)37=-41(F)38=-41(F)39=-41(F)40=-41(F)41=-41(F) WARNING - Vedly desgn penlmafaro and READ NOTES ON THIS AND INCLUDED Mr7EK REFERANCE PAGE MI167473 rov. 1402MIS BEFORE USE Design vdld for rise only vAlh MgekO connectors. ills design is txlsed only upon Ixaamolets shown. aril Is for an IndWital txAdtrg compxxenl. not a Russ system. Before use. the IxAdino designer must verify rho appllcablity, of design r>warnoters and prorxsrly Incorporote this design Into Ine overall txAding design. Bracing Indicated Is to budding of IndMdual Mm web and/or chord members only. Additional temporary and permanent txocing M iTek' Ixovonl 5 always toc/Jted for stability and to rxeveni collapse wllh possible personal trdray and properly ckanage. For general guidance togadtrtg the 6904 Parka East Blvd. fclxlcatbn storage, dolivery, erecllon and bracing of tarsses and miss systems soeANSI/TPI I Quality criteria, DSB-89 and BCSI Building Component Tanga, FL 33610SafetyinformationavdlablefromIrrsPlatetrtstlMe. 218 N. lee Street. Sulle 312. Alexandria. VA 22314 o russ russ ype ry ply T12260498 WPOt92• B Htp t t1 Job Reference floral Builders Fir815ourc/, Tampa. Plant Gay. Florida 33566 7 640 s Aug 16 2017 MtTek Industries. Inc Fri Oct 13 10 29 02 2017 Page t 10:rtytRhmERah3zfiORgKYR9zPCPY-YppOMu?1 WIIU_GfOwsBfTR_H?edbXh3lkgpv9ZyTszF 0 14-0 4.9.14 90-0 13-10.2 19e0 1-04 44.14 4.2.2 141 1 4.2.2 44914 0.4.0 Scale = 1:34.9 06 = g 3x4 = 3x6 = 3x8 = 3x6 = a a." ITVe recto 110o use saa r4AO Plate Offsets (X,Y)-- f2:0.3-0.Edge1. f6:0-3-0.Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Ven(LL) 0.12 9-15 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Ven(fL) 0.33 9-15 470 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.17 Horz(TL) 0.03 6 n/a rUa BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 79 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=608/6-0-0, 2=717/0-8-0, 7=110/0.3-8 Max Horz 2= 1 09(LC 10) Max Uplifl6=-277(LC 11). 2=-314(LC 10) Max Grav6=608(LC 1), 2=717(LC 1), 7=149(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1146/545, 3-4=-837/349, 4-5=-836/351, 5-6— 1130/547 BOT CHORD 2-9=-529/1025, 8-9=-442/1006, 7-8=-442/1006, 6-7=-442/1006 WEBS 3-9=-340/323, 5.9=-323/327, 4.9=-94/343 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-0-12 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=S.Opsf: h=15ft: Cat. 11: Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone and C-C Interior(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcuffent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 277 lb uplift at joint 6 and 314 lb uplift at joint 2. 6)'Semi-rigid pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. WARNING - VNi dedr nQlyy parrmofsn end READ NOTES ON THISAND INCLUDED MIfEK REFERANCE PAGE AOF)Il3 rev. IdAi/1015 BEFORE USE Design vci W for use only vAth Mllek® connectors. BNs design S based only upon pawmelers shown, and Is for an Individual LxAdln0 component, not o truss systoin. Before use. the txdlclrvj dosigner must verily the applkalbllly of design paramolors and property Incotpoiato his dosign Into the ovorall building design. tllacing hKlloated Is to prevent budding of OWWWucd truss web and/ol cloud members only. Additional temporary and permanent braclne MiTek' Isalwaysrequiredforsklblikyandtopreventeoltapwwithpossiblepersonalfrt11+1' and property damage. For general gull nee reWdkV the fatxlcatlon, storage• delivery• erection and bucking of trusses and truss systems. soeANSI/rPl I Quality Criteria, OSB-89 and SCSI Buildings Component 6904 Parke East Blvd. Safety Inlorrnatlon ava9abto from truss Plate Institute. 218 N. Lee Street. Salto 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss cuss I Me ry Ply T12260499 W P0192 , 802 Hip 1 1 Job Reference Donal Builders FrrsiSoutce. Tenpa, Plant Cay. Florida 33566 7'640 s Aug 16 2017 k4Tek Industries, Inc Fri Oct 13 10:29:03 2017 Page 1 10:rfytRhmE Rah3zliORgKYR9z PCPY •OONnZEOg H3OKcOEbTZju?(XQS22gG7LuzUYSh?yTszE t-04 7-0-0 11-8.0 18.8-0 140 7-0-0 4.8.0 7.0-0 Sx8 = 16 Sx6 = Scale = 1:34 3 Ig 30 = 20 II "' — 30 = 1.Sx8STP= 3x4 = 2x4 \\ LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber OOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.37 BC 0.34 WB 0.23 Matrix-M) DEFL. in Vert(LL) 0.05 Vert(TL) -0.11 Horz(TL) 0.01 loc) I/dell Lord 9-15 >999 240 9-15 >999 180 6 IVa rlla PLATES GRIP MT20 244/190 Weight: 79 lb FT = 0%. LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing, Except: WEBS 2x4 SP No 3 6-0-0 oc bracing: 5-6. REACTIONS. (lb/size) 5=206/0.8.0. 2=543/0-8.0, 8=686/0-8-0 Max Horz2=88(LC 10) Max Uplifl5_ 145(LC 11), 2=-264(LC 10), 6=-215(LC 7) Max Gray 5=219(LC 22). 2=543(LC 1), 6=686(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-597/232 BOT CHORD 2-9=-180/485, 8.9— 178/492, 7-8=-178/492 WEBS 3-7=-435/189, 4-6=-583/239 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opst; h=15ft; Cat. 11; Exp C; Encl , GCpi=0.18; MW FRS (envelope) automatic zone and C-C Interior(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 145 lb uplift at joint 5, 264 lb uplift at joint 2 and 215 lb uplift at joint 6. 7)'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. WARNING . VM/y dedyn paremefore end REAO NOTES ON THIS AND INCLUOEO MITEK REFERANCE PAGE Atli-7473 rev. IMLV2095 BEFORE USE. Design valid for use only with MBek® connectors. 1hh design Is lx sed only upon parameters shown, and Is Not an IrWMdtaf building component, not o buss system. Before use. the IxIDtlIng andesignermustverityOneapplicalAllyofdesignparameters d popery Incorporate this design Into the overall IxAdhg design. Bracing Indicated Is to buckling of Individual truss web ad/or chord members only. Additional temporary and permanent Ixockng M iTek' prevent is always reepJtod la stabilityad to reveni eollgxe wth porMe personal k*ry and popery cksnage. For general grlckenee regaddrng the 6904 Parke East Blvd. faxlcalkxn, storage, delivery, erection and txacing of tresses and Miss systems, soeANSI/IPI I Quality Criteria, OS8-" and SCSI Suilding Component Tampa. FL 33610 SafelyIMormallonavailablefromteasRateInstitute. 218 N. toe Street. Stile 312. Alexandria. VA 22314. ofuss Truss TypeItaly plyJob T12260500 W P0192• IB-03 Root Special I 1I Reference (optional) tsuaaam 1•1relbource, 1 afrpa. 1-rant Gay, rlamaa 3J16e t "u s Aug t0 zu1 r mo ex tnaustrres. Ric. RI N 1 J tu'zv ua [ut r raga t 10:rfytRhmERah3zfiORgKYR9zPCPY•yOVX wlwpgg2rjOzbIM54cm2shNktNBOol2muyTszC 6.8-0 8.4-0 13-8.0 18.8-01101V6.8-0 5-4.0 5.0-0 Scale = 1:36.0 4x6 = lnY 3x4 US = I.5x8 STP= 30 = 3x4 II 8.4-0 13.4-0 13 9,0 18-0-0 A.d-0 S." -4 5-e-0 Plate Offsets (Y Y)— 2:0.3.0.0-1-e1,(5:0-5.12,0-2-81 LOADING (psi) SPACING- 2.0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Ven(LL) 0.08 9-15 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(IL) 0.22 9-15 725 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.32 Horz(fL) 0.01 7 rVa rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 77 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=118/0-8-0, 2=544/0-8-0, 7=774/0-8-0 Max Horz 2=85(LC 14) Max Upldl6=-78(LC 11), 2=-239(LC 10), 7=-310(LC 11) Max Grav6=132(LC 22), 2=544(LC 1), 7=774(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-571/224, 3-4=-672/315, 4-5=-584/248 BOT CHORD 2-9=-149/466 WEBS 3-9— 132/327, 4.9_ 415/283, 5.9=-268/849, 5-7=-668/337 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUII=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=S.Opsh h=1511; Cat. II; Exp C; Encl.. GCpi=0.18; MW FRS (envelope) automatic zone and C-C Interlor(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 78 lb uplift at joint 6, 239 lb uplift at Joint 2 and 310 lb uplift at joint 7. 7) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. I& WARNING . Verily doefgn param tors and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE MQ7473 tov. I&V3MIS BEFORE USE Design void for use only vAlh MllekO connoclors. A* design Is based only upon parameters shown. and is for an Indlvlcatal building component. not a ttuss system. Bolero use, the bolding designer must verify the appticabUly of design patametets and propetty Incorporate this design Into the overall ax&mng design. IDacing Indicated is to ptevenl buckling of Individual truss web and/or chord members only. Additional lempeey, and pemonenf bracing MiTek' is always recplred for stability and to rxeveM collapse with possible personal Inpay and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of fnrsses and truss systems, seeAN51/IPI I Quality ClleAa, OSS-69 and SCSI Building Component 6904 Parke East Blvd solely, Information ovaliable from Imes Rate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job ruse Truss Type ply T1226050f W P0192• 604 Roof Special Girder 10tyf II Job Reference Zonal uurtaers raswource. i aapa. rant cay, ranaa a;loba "b4 a Nu0 le zV l r mi i ex Inau7lrae, Inc rn ua 13 to za ur if." rays 1 10:rfytRhmERah3zftORgKYR9zPCPY-vndHPc3ALHwm4I YM.PngAVh4mfOlCxzUuSWggmyTszA 1-0-0 N3.7.143-0-26.8.0 t0-4-0 15.8-0 18.8-0 1-0-0 -14 32 3.8.0 5.4-0 3-0-0 131 3x4 = 4x6 II 1 5xe STP = 30 = 5-5-14 10-4-0 i1300 15.8-0 18-0-0 S-SAA 6-1n.2 2-a-e 30 = Scale = 1:35.0 Plate Offsets (Y Y)-- 16:0-5-12.0-2-81 LOADING (psf) SPACING- 2-0.0 CSI. OEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.02 10-12 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(TL) 0.06 10-12 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.25 HOrz(TL) 0.01 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 84 lb FT = 0% LUMBER - TOP CHORD 20 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP N0.3 REACTIONS. (lb/size) 7=130/0.8.0, 2=494/0.8.0, 9=889/0.8.0 Max Horz 2=85(LC 31) Max Uplift7=-76(LC 9), 2=-219(LC 27), 9=-388(LC 9) Max Grav7=150(LC 20), 2=494(LC 1), 9=889(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid telling directly applied or 10-0.0 oc bracing. FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-735/310, 3-4_ 587/226, 4-5=-494/269, 5-19_ 245/567, 6-19=-245/567 BOT CHORD 2-12=-301/651, 11.12— 126/421, 10-11=-126/421, 9.10=-119/424 WEBS 4-12=-69/265, 5-9=-1102/467, 6-9=-709/388 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCOL=5.Opsf; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone: cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 lb uplift at joint 7, 219 lb uplift at joint 2 and 388 lb uplift at joint 9. 7)'Semi-rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 53 lb up at 13-7-4, and 129 lb down and 144 lb up at 15-8-0 on top chord, and 13 lb down and 13 lb up at 13.7.4, and 30 lb down at 15.8.0 on bottom chord. The designlselection of such connection device(s) is the responsibility, of others. 9) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-5=-54, 5-6=-54, 6-7=-54, 13-16=-20 Concentrated Loads (lb) Vert: 6=-32(F) 8=-28(F) 19=-7(F) 20=-12(F) Q WARNWG - VeAy deOgn pammatere and READ NOTES ON TM AND INCLUDED MREK REFERANCE PAGE MI1674T9 rev. IaWWIS BEFORE USE. Design valld for use only With Mllek®conrwclots. this clesign Is based only upon parametersshown. and Is lot an Individual building component. not o kuss system. Before use. the building designer must vodN the opplicablity, of design parametors and ptopetly Incorlotote ink design Into the ovetall bllcinng design. Bracing Indicated is to prevent budding of trldNklual Mira web and/or chord members only. Add911onal temporary and permanent bracing MiTek' k cdwoo regAed fot stcID6tiy Ind io prevent edlatpse with posllble personad Nay and ptoMrfy Wnape rot genetdd gtddQnce regarding the fabrication. storage. delivery, erection and txocing of musses and fnra systems. seeANSI/IPI I Guallty Criteria, DSB-89 and SCSI Bulkling Component 6904 Parke East Blvd Safely Information avdloble from truss Plate Institute. 216 N. Lee Slrool. Suffe 312. Aloxandrlu, VA 22314. Tampa. FL 33610 Job I Mill ruse Type h T12260502 WP0192• 805 Common t I Jab Reference (optional) BUlldere FnetSoUrCe. Tanga, Ptant cdy. Florida 33566 7.640 S AU9 16 ZU1I Mllell InaUS,ileB. InC. 1-d1 UCt 13 1V:ZV:V7 ZU1I r•09e 1 ID:rtytRhmERatOztiQRgKYR9zPCPY-vndHPc3ALHwm4I YMIPngAVh6gfPECzMUu6W ggmyTszA t 0-0 6-8-0 13-4-0 1-0-0 6-8-0 6-8-0 Scale• MV-1, 4x6 = o 3x4 = 20 II 3x4 = 6.9-0 13-4-0 6-a-0 — - 6-0-0 Plate Offsets (XY)-- 4:0.1-14.0-0.21 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.04 5-8 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(rL) 0.08 5.8 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) 0.01 4 n/a rVa BCDL 10.0 Code FBC2014/rP12007 Matrix-M) Weight- 47 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=493/0-8-0, 2=548/0-8-0 Max Horz 2=85(LC 10) Max Upli114=-203(LC 11). 2=-241 (LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-667/217, 3-4=-667/215 BOT CHORD 2-5=-142/556, 4-5=-142/556 WEBS 3-5=0/263 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl , GCpi=0.18-, MW FRS (envelope) automatic zone and C-C Interior(1) zone; cantilever left and right exposed; end vertical left and right exposed:C-C for members and forces & MW FRS for reactions shown; Lumber OOL=1 60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203 lb uplift at joint 4 and 241 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end lixily model was used In the analysis and design of this truss. A WARNWo - Verily dedgn pammororo end READ NOTES ON THIS AND INCLUDED NIfEK REFERANCE PAGE NO.7472 rev. I&V2Mf5 BEFORE USE. Design valid for use only vAth Ml1ek9 connectors. this design is based only upon paamelets shown. and Is for an kxfi%4aKd Ixdlding component. not a truss system. Bogota use. the txAdl ng doslgnor must verify Iho appllcob nil fy of dostgn prnarnoters aril prolxxly Incapotale this doslgn Into the ovoid, btBding design. Bracing Indicated Is to prevent budding or Individual Russ web and/or chord members only. Additional lempmary and rwtmanonl txacing M iTek' Is always rec"red for skt Alty and to prevent coil with possible potsonal hlt+y, and property damage. For genetal guidance regarding the fabrlcotlon, storage, delfvory. erection aria txactng of fames and Inns systems soeANSI/IPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Wale Institute. 216 N. Lee Street. Sulle 312. Alexandria. VA 22314. Tampa. FL 33610 Job I ruse Truss Type ty ply T12260503 WP0192 808 Hip Gudet 1 fI Job Reference Ronal tsuaaam rasnource, t artpa, rtant .ay. rnonaa wage i b4u a Aug tb zvi t ear i ax maustrms. trtc. rn vm r s tv:zu:ua zvt r rage r ID:rytRhmERah3zfiORgKYR9zPCPY-NzOgdx3o6b2drB7YG613trEHh3k 1 xOMd6mGDNDyTsz9 1.0.0 5-" 8-4-0 13.4-0 1-0-0 5-0-0 3-4.0 50.0 3x4 = 5xe = 4x6 = 2x4 II 30 = 3-4-0 I-ffrSr7 3x4 = Scale = 1:24.9 Plate Offsets (XY)-- 13:0-5-12.0-2.81 LOADING (psf) SPACING- 2-0-0 CSf. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Ven(LL) 0.05 6-7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 VBn(TL) 0.09 6-7 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.12 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-M) Weight: 53 lb Fr = 0% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/slze) 5=749/0-8-0, 2=805/0-8-0 Max Horz 2=69(LC 8) Max Uplifts=-375(LC 9), 2=-414(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1406/699, 3.14=-1273/688, 4-14=-1273/688, 4.5=-1411/702 BOT CHORD 2.7=-619/1250, 7-15=-621/1268, 6-15=-621/1268, 5-6=-595/1255 WEBS 3.7=-37/304, 4-6=-41/306 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-7 oc puffins. BOT CHORD Rigid telling directly applied or 7-6-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsh h=1511; Cat. II; Exp C; Encl., GCpl=0.18, MW FRS (envelope) automatic zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 375 lb uplift at joint 5 and 414 lb uplift at joint 2. 7) "Semi -rigid pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 89 lb down and 152 lb up at 5-0-0. and 46 lb down and 85 lb up at 6.8.0, and 89 lb down and 152 lb up at 8-4.0 on top chord, and 175 lb down and 98 lb up at 5-0-0, and 35 Ib down at 6-8.0. and 175 lb down and 98 lb up at 8.3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Van: 1-3=-54, 3-4- 54, 4-5=-54, 8-11=-20 Concentrated Loads (lb) Vert: 3=-46(F) 4=-46(F) 7= 175(F) 6= 175(F) 14=-46(F) 15=-25(F) d& WARNING - VorUy dedgn pammatera and READ NOTES ON THIS AND INCLUDED MrEK REFERANCE PAGE Ma-7472 mv. faGWMIS BEFORE USE Design valid lot use only wllh Mllek®conneclots. Gtls design is based only upon patameters shown. aral Is for an individual bolding canp onenl. not a Russ syslam. Before tae. the Ixdltflng designer roust verity life opplicabllry of design porarnefors anal properly Incogwrate thisdesign Into the overall building doslgn. @acing Indicated Is to prevent buckling of Individual in= web aril/on chotd memlots only. AdaIDkxlal temporary and pxxmonent txo:Rtg M iTek" IsalwaysregUredlotstabBltyandtoptoventcollapsewllhpossmlepersonallyrayandproperlyckanage. Fax genetal dtMlutce iegaaling the fabricallon, storage. delivery. erection anal bracing of tnusos anal rams systems, sooANSI/TPI I Quality Cdlerla, DSB-69 and SCSI Bullding Component 6904 Parks East Blvd Safety Information available Rom Gras Plate InsOlulo. 218 N. too Street. Stdle 312. Alexanclda. VA 22314. Tampa. FL 33610 Job I ruse russ I ype ry Tr226osa W15002' CJt Jeck•Opsn 12 t Job Reference (optional) tssutasrs res,xurce, lamps, rmm any. roonaa moo ID:rtylRhmERah3ztiQRgKYRgzPCPY•JMIO1d53dCILxUGxOXLXo7JgJIWTPKgwa41KR5yTsz7 1-0-0 1-0-0 100 100 Scale a 1:6.6 2x4 = Plate Offsets (KY)-- 12.0-1-140-0-101 LOADING ( psi) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(rL) -0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(TL) 0.00 2 n/a rVa BCOL 10.0 Code FBC2014frPI2007 Matrix-M) Weight: 5 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. ( lb/size) 3=10/Mechanlcal, 2=113/0-8-0, 4=4/Mechanical Max Horz 2=42(LC 10) Max Uplift3=-9(LC 10), 2— 74(LC 6) Max Grav3=10(LC 1), 2=113(LC 1), 4=12(LC 3) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft: Cat. 11, Exp C: Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Intedor(1) zone; cantilever left and tight exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 3 and 74 lb uplift at joint 2. 6)' Semi-rigid pitchbreaks Including heels' Member end fixity model was used In the analysis and design of this truss. A WARNWO - Verify detfyn PeranWere and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PACE M07479 mv. 1602MI S BEFORE USE. Design valid for use orgy Win Mfiek®connnoctors. Rls design It based only upon paameters shown. and Is too an Individual lxAding component, not re atrusssystem. Befouse. the lxACJng designer must verify the atplllcatAlly, a of designpametefsandptopetty Incorporalo tnls design Into the overall lxdd ing design. Bracing Indicated is to rxovent buckling of Individual truss web and/a chord members only. Additional tempoary and permanent txocMg MOW is dlways re" ed kx sgcgAhy and Io prevent collapse w9h poss Mo persorxd tNo+y a rvJ property ckfnage Fa grenetad guldanee regarding the fMxk:alkxn. storage, dolNory, etectkxn and Lxacing of trusses and truss systemz seeANSI/IPI I Quality Criteria, DSB-S9 and SCSI Building Component 6904 Parke East Blvd. Safely Informatlon avellable from truss Rate "tule. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tarnpa. FL 33610 Job russ Truss Type N TI2260SOS WP0192' CJ3 Jack -Open I Job Reference konal Builders FustSource, Temps, Plant City, Flonda 33566 1640 a Aug io zui t mu ea meusmes, inc. rn am i a w. . i cv i i rove , I D:rfylRhmERah3zftORgKYR9zPCPY-nYsofz6hOWOC2er7xfsmKLsr3Gr I Srtw4okUtzYyTsz6 1-0-0 3-0-0 1 0-0 3-0.0 20 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 TCDL 7.0 Lumber DOL 1.25 BC 0 05 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/TP12007 Matrix-M) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=59/Mechanical, 2=184/0-8-0, 4=29/Mechanical Max Horz 2=86(LC 10) Max Uplitt3=-56(LC 10), 2=-89(LC 10) Max Grav3=59(LC 1), 2=184(LC 1), 4=45(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:10.9 DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) -0.00 7 >999 240 MT20 244/190 Vert(rL) -0.01 4-7 >999 180 Horz(TL) 0.00 2 n/a rVa Weight: 11 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsh h=151t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint 3 and 69 lb uplift at joint 2. 6)'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. WARNWO - Vadly dedgri psnmetsrs and READ NOTES ON THIS AND INCLUDEO MREK REFERANCE PAGE INQ7473 rev. t603/l015 BEFORE USE Design vatkl for ttse only with Mllek®conneclots. This design Is lased only upon patanelets srnwn. andis lot an lndlvkAat buldtne component. not a truss Systotn. Befoto use, the Ixltolng doslgnet must vedry the app IcabllN of design paramelets and properly 6lcorporale this design Into the ovotall bulking design. Brachg Indicated Is to pevenl buckling of Individual truss web and/or chard members only. Additional temporary and pe rmartenl bracing MiTek' Is always teepired for stability and to pevenl collapse with possible personal "and property damage. Fa genetod gulaknce regarding the karlcatkrL stotaga• delivory, otectlon and bracing of tr ssos and fnrss systems soeANSI/rPI I Guallly Criteria, OS"9 and SCSI Building Component 6904 Parks East Blvd. Safety Information available kom Irulss Plate Institute. 218 N. Lee Sheet. Suite 312. Alexandria. VA 22314. Tempo. FL 33610 Truss Truss Type ry Ply T122fi0506 10,b. 192 CJ5 Jack -Open 6 1I Job Reference (optional) BUMere Faet50Uf0e. taupe. dent Gly. FrOeaa 33566 /.wv a Aug 6 iv. r me—n muuamea. vM1 i u ry 4v i cv . I.W. ID:rtytRhmERah3zfuORgKYR9zPCPY-nYsofz6hOW OCZer7xFsmKLspsGpD8r1w4okUtzYyTsz6 1-0-0 5-0-0 1-0-o 5-0-0 20 = LOADING (psi) SPACING- 2.0-0 CSI. DEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.02 4-7 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(fL) 0.04 4-7 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 rVa n/a SCOL 10.0 Code FBC2014/TP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 20 SP No.2 REACTIONS. (Ib/size) 3=100/Mechanlcal, 2=274/0-8.0, 4=45/Mechanical Max Horz 2=131(LC 10) Max Uplift3= 98(LC 10), 2=-125(LC 10) Max Grav3=100(LC 1), 2=274(LC 1), 4=75(LC 3) FORCES. (Ib) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Seale = 1:15.1 PLATES GRIP MT20 244/190 Weight: 17lb Ff=0% BRACING - TOP CHORD Structural wood sheathing directly applied or 5.0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=5.Opsf; h=15ft; Cat.11; Exp C; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C-C Interlor(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint 3 and 125 lb uplift at joint 2. 6)'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. WARNINO - Vo fy doalffn parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M0.7473 ray. IM3,2015 BEFORE USE. Design vdki for trio only Win MllekO connectors. R* design Is based orgy upon parameters shown. and Is for an IndlvkAal bolding component, nor a truss system. Before use. the txNding deslg at must variN the ar:rxlcabllry of deslgn paarnelers and properly Uncarxxote mk design Into the overall lxJlding design. Bracing Undlcaled Is to rxevont buckl1rV of Uxllvidual truss web and/a chord members only. Acldlllonal lemlxxary and permonenr bracing MiTek' is sways recplred for stability arvJ to fxovent eolloi se Win poulble retsonrl"caxf ptoperty damage. For general g icksnee regarckV Ire faW ballom storage, delivery, erection oncl lxadng of trusses and truss systems seeANSI/IPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information avalabte from Rita Plate Institute. 218 N. Lee Street. Suite 312, Aloxandrkt VA 22314. Tampa, FL 33610 Job rush lass ype ryply T12260507 WP0192 EJ3A Jack -Open t 1 Job Reference(optional) Builders FusiSouree. Tampa. Plant Orly. Fonda 33566 r.wru s nail io Nr i muea wausnw=, me r,v wi is ia.ce re cv . ye I D:rrylRhmE Rat 3zf iQ RgKY R9z PC PY-FkQASJ7J9gY3BoOJVyN?tYPOpgBGIE 901 OER W _yTaz5 1.0-0 3-0-0 1-0.0 3-0-0 Scale = 1:10.9 2x4 = 3-0-0 Plate Offsets (KY)-- 12.0.1-14 0.0.101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Ven(LL) -0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Ven(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(fL) 0.00 2 n/a r1/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 11 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (lb/size) 3=59/Mechanical, 2=184/0-8-0, 4=29/Mechanical Max Horz2=86(LC 10) Max Uplift3=-56(LC 10). 2=-89(LC 10) Max Grav3=59(LC 1), 2=184(LC 1), 4=45(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opst; h=151t; Cat. 11; Exp C; Encl., GCpl=0.18, MW FRS (envelope) gable end zone and C-C Interlor(1) zone; cantilever left and right exposed; end vertical left and right exposed,C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint 3 and 89 lb uplift at joint 2. 6) 'Semi -rigid pltchbreaks including heels` Member end fixity model was used In the analysis and design of this truss. WARNING - Verily dedpn perometem and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MR-7473 rev. /h17=015 BEFORE USE. Design vdtd for use only Win MIIekS connectors. Irnls design Is Lxned only upon p®amefers shown. and Is lot an Individual txAding component. not a truss system. Before use. the fxNding designer must veAry, the appllcatAlty, of design p atomelers and peoperfy Ineogxxale this design into the overall Ixddhng design. Bracing hdicaled is to lxtcaing of kxlivkluual truss web and/ot chord members orgy. Addillonal temporary and petmanenf Ixacing M!Tek' rxevont Is always recphed for statAlty and to provent colialAe with possIble persorxd inlay and property darnage For general gulcknce rwjmc g Ilne 6904 Parke East BlvdIatxlcatbrLstorage, d0llvery. orechon and lxaclng of fnrsses and tnra systems. seeANSI/IPI I Quality Criteria. OSS-69 and $CSI Building Component Tampa. FL 33610SafelyInformationovc/lable from Buss Hate Insllltfle. 218 N Lee Street. Sidle 312, Alexandria, VA 22314. o fuss Truss Type ty, ply Tt2260508 WP0192 EJ38 Jack -Open t 11 Job Reference (optional) tsuitaers Fvsibource, tetrps. rrani eny. rronaa Bubb 20 = 3-0-0 3-0-0 r.wv a nuy tb "t r nut— mausrrwa, — r vG is ac cvi i ru. , I D:rtytRhmERah3zfiORgKYR9zPCPY-FkOASJ7J9gY3BoOJVyN?tYPOugBElE9D l OERW yTsz5 Scale = 1:10.9 Plate Offsets (XY)-- 11:0-1-14,0-0-101 LOADING ( psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 6 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(TL) 0.01 3-6 999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(TL) 0.00 1 n/a Va BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 9 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. ( lb/size) 1=125/0.8.0. 2=61/Mechanical, 3=32/Mechanical Max Horz 1=66(LC 10) Max Uplift s=-47(LC 10), 2=-57(LC 10). 3=-1(LC 10) Max Grav 1=125(LC 1). 2=61(LC 1), 3=46(LC 3) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=5.Opsf; h=151t; Cat. 11; Exp C; Encl , GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interlor(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent With any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 47 Ib uplift at joint 1, 57 lb uplift at joint 2 and 1 lb uplift at joint 3. 6)' Semi-rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. Q WARNING - Verity dedgn peremetem and READ NOTES ON THIS AND INCLUDED NIIEK REFERANCE PAGE NO-7473 rev. 10032015 BEFORE USE. Design valid too use only with WIek® connectors. this design Is Lamed only upon Ixtrameters shown. and Is for on individual Ixrldlno component. not o huss system. Wrote use. the txANng designer must verity the applldobillty, or design p tamefeis and rxoperly Incorporalo this design Into the overall b ldtng design. Bracing kldlcaled Is to Ixovent budding of Individual in= web and/or chord membois only. Additional temporary anal rmffKmnt txocWQ MOW Is dways required lot stabltty anal to rxevent corlapse wflh possitAe persoral k*sy uttd popery ckrncuge. Fort general guldarce regradkig the fabricalkxL sfotage. delivery, erection and rxactng of trusses and In= systems. sooANSI/rPI I Quality Criteria. OSB-69 and BCSI Building Component 6904 Patke East Blvd. Safety Irriormaflon available from truss Plate Institute, 218 N. too Slreol. Suite 312. AlexarWft VA 22314. Tampa, FL 33610 Job Truss Truss Type H Tt226OS09 WP0192 EJ5 Jack -Open 3 t Job Reference tional Sudden FUS15auroe. largo. Prom Gdy, r-londa 33566 / o+v nug .o cv, i m...k mu..".....R. 'I i .v w cs..c cv., ye . ID:rtytRhmERah3zfiORgKYR9zPCPY-FkOASJ7J9gY3800JVyN7tYP cg9StE9DIOERW_yTsz5 5-0-0 1-0.0 &0-0 20 = LOADING (psi) SPACING- 2-0-0 CSI. OEFL. In loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.02 4-7 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(TL) 0 04 4-7 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=100/Mechanical, 2=274/0.8.0, 4=45/Mechanical Max Horz 2=131(LC 10) Max Uplift3=-98(LC 10), 2=-125(LC 10) Max Grav3=100(LC 1), 2=274(LC 1). 4=75(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown Scale = 1:15.1 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. If: Exp C; Encl., GCpi=0.18, MW FRS (envelope) gable end zone and C-C Interlor(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint 3 and 125 lb uplift at joint 2. 6) 'Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. A WARNING- Verity dedgn paemefere and READ NOTES ON THIS AND INCLUDED UITEK REFERANCE PAGE Mfl•7473 rev. I693MIS BEFORE USE - Design valid for use only win MI lek®connoclors this design Is Leased only upon Ixaamefors shown. and Is for an hd MckKd "ding component. not a buss system. Before use. the buildino designer must vodfy the aprxk:abllty of design patanetets aril Ixop pity Incorbxxate M design Into the overall b lding design. Bracing indicated is to rxovent buckling of Individual mus web and/or Chord members only. Additional IernMary and permanent bracing MOW Is always rerµdred for statAlly and to rxevenl collapse wllh possible personal fnplry and property cknnage. For general Quid nce regarding rho fMxbcall n, storage. delivery, erection and bracing of trusses and lens sysloms. soeANSI/lPI I Quality Cdtedo, OSS-89 and SCSI Bullding Component 6904 Parke East Blvd. Safety Information available train truss Plate InstiMe. 218 N. Lae Street. Suite 312. Alexandria VA 22314. Ternpa. FL 33610 Job fuss ruse Type ryPly T12260510 WP0192 EJ7 Jack -Open Is 1 Job Reference(optional) Butders FirSISourte. Taepa. Plant city. Flonda 33566 7.540 a AUg 16 2U1 r Mnl ex IAGUSIIIe3, rnC Frr UC1 1 J 1 V:2V:1 J ZV1 r raga 1 ID:rtytRhmERat 3zf i0RgKYR9zPCPY-ix_Zgf 7xw7gwoy? W 3fuEPmx5Z4SochPMG2z_2GyTsz4 t-0-0 7-0-0 1-0-0 7-" 3x4 = 7-0-0 7.0.0 Scale a 1:20.6 Plate Offsets (Y Y)-- MG—G.10.Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Ven(LL) 0.06 4-7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(fL) 0.16 4-7 537 180 BCLL 0.0 ' Rep Stress Incr YES W8 0.00 Horz(TL) 0.01 2 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 23 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3= 14 1 /Mechanical, 2=366/0-8-0, 4=61/Mechanical Max Horz 2=170(LC 10) Max Uplift3=-123(LC 10), 2— 164(LC 10) MaxGrav3=141(LC 1).2=366(LC 1). 4=105(LC 3) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-9-2 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=S.Opsf; h=15f1; Cat. II; Exp C; Encl , GCpi=0.18; MW FRS (envelope) gable end zone and C-C Intedor(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and 164 lb uplift at joint 2. 6) 'Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. WARNING- Vedry design Pntameters Intl READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev. IMMIS BEFORE USE Design valid lot use only wtlh MlleM connectors. 1hh design Is based city ttpon parameters shown. and Is for m trxlMchtol lxAding component, not a truss system. Before use, the building designer must vedfy the aW[Ccd)uity of design paamoters and property Incorporate M design Into the overall building design. (lacing Indicated is to prevont buckling of IndNklual Truss web and/or chord members only. Addillonal Iem"oty and permanonl lxactng M iTek' is always teclulred la stability and to prevent coilcpse with possible personal "and peoprrrty, damage. For general guidance regarding 0w lab ilcaikm. storage. delivery, erection and bracing of trusses and tuts systems. seeANSI/fPI I Glral ly CAledo. OSS-SV and SCSI Building Component 6904 Parke East Blvd Tampa. FL 33610SafetyInformationavailablefromtrussRateInstitute. 218 N Lee Street. Su lle 312. Aloxardlla. VA 22314. Job russ TrUSS Type oty ply J7A T1226051t W P0192 Jack -Open 1 1 Job Reference(optional) Builders FustSource. Tampa. Plant City. Florida 33566 1.54o a Aug to zet t saner industries, inc. Fri Oct 0 i0:20J3 ter r rage i I D:rylRhmERah3zliORgKYR9zPCPY-ix_Zgf 7xw7gwoy7 W3luEPmx5U4SIchPMG2z_2OyTsz4 7-0.0 7-0.0 Scate = 1:20.6 3x4 = 700 Plate Offsets (Y Y)-- f1.0-0-10 Edael LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In loc) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.06 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Ven(rL) -0.16 3-6 >525 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(rL) 0.01 1 n/a Na BCOL 10.0 Code FBC2014lrP12007 Matrix-M) Weight: 22 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-6 oc pudins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 1=310/0-8.0, 2=142/Mechanlcal, 3=62/Mechanical Max Horz 1=151(LC 10) Max Upliftl=-125(LC 10), 2=-124(LC 10) Max Gravt=310(LC 1), 2=142(LC 1), 3=106(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind. ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. If. Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Intedor(1) zone; cantilever left and tight exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(S) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 125 lb uplift at joint 1 and 124 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verlry dedgn parernefars and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M/F7179 rev. I003R0IS BEFORE USE Design vcdkt la use only with Mnek® connectors Ras design Is based only upon paiamelets shown. and Is for an kxllvlckxd "ding component not o truss system Befoie use. the txAding designer musl verify the applicotAlty, of design paametors and propony htcotpotole ItYs design Into It* overall design. Bracing Indlcafed Is to tAicltttng of Individual truss web and/or chord members only. Addllbnal lempotory aril petmanenl Ixoctrtg MOWbtldlrtgprevent Is dways toctrhod for sk"Ity and to prevent collapse with possible personal frthaY aryl popery domage. For general gur:knce reWc tg 0e latmicalbn, slotoge, delivery, erection and blacfrtg of tames aril miss systems. soeANSI/IPI I Gualtry, Criteria, OSS-69 and SCSI Building Component 6904 Parka East Blvd Salary Information avtllable from truss Rate Institute. 218 N. Lee Street. State 312. Aloxon dria. VA 22314. Tanga. FL 33610 o Fuss Fuss ype ty ply T12260512 WPOty2 EJ7B Jack•Open 1 1 Job Reference(optional) 6VadM FV6t13artce, lefrpe, Ylent Lily, hgrWa 33566 r wV s Au 10 our t mrrex mausmes. rrrc. rrr X1 ra r V:zva• zvi i Faye i ID:rtoRhmERah3zfiORgKY 9zPCPY-B7Yxt?82hRonO6aidNPTyzUGIUowL8fWVtjYatyTsz3 1-04 7-0-0 1-0-0 7-0-0 30 = 7-0-0 7dd Scale = 1:21.4 Plate Offsets (Y Y)— f2:0.0-10 Eduel LOADING (psi) SPACING- 2-0.0 CSI. DEFL in Qoc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Ven(LL) 0.06 4-7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Ven(TL) 0.16 4.7 519 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight, 23 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-14 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 7.0-0 except Qt=length) 3=Mechanical, 3=Mechanical. lb) - Max Horz2=170(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 3=-123(LC 10), 2=-164(LC 10) Max Grav All reactions 250 lb or less at joint(s) 3, 3, 4 except 2=367(LC 1), 2=367(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VUIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=S Opsh h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Inlenor(1) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 123lb uplift at joint 3, 164 lb uplift at joint 2 and 164 lb uplift at joint 2. 6) 'Semi -rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. WARNING - Verify dodgn pammetore and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD7473 rev. IOAVM16 BEFORE USE Design vdkl lot use only with Mnek® connectors. this design is based only upon patatnetefs shown. and b for an Individal building component. not a truss system. 8ofote use. the building designer must vodly the applicability of design paratnelers and Ixopedy Motpaale this design Into the ovotdl btdd ing design. BtacfrQ Indicated Is to ptevent bucklthg of IncMklual toss web arld/oil chord members only. Addilforxa temporary and permanent txackV M iTek' Is atwdrys tedplted la stability and to pxevent collapse wllh possible petsonal " taxi p topeny cldanage. rot general grtkJcnce togcacing the 6904 Parks East Blvd. Iobflcallon. storage. delivery, erection and bracing of Irtmes and Inter systems. seeANSI/IPI I Quality Criteria, OSS-69 and SCSI Building Component Tampa. FL 33610SareryInformationavallddxetomlirasPealeInstitute, 218 N Lee Street. Suite 312. Alexandda, VA 22314. Job Truss Truss Type aty Ply T12260513 W POIO2 HJ3 Diagonal Hip Girder l 1 Job Reference (optional) auaaers Frrstbource, r anva, want try, rlonoa 33s66 7 6443s Aug 16 zo17 Mr r ek InauSUISS. Inn: hn Uct 13 le 29 14 2017 rope 1 ID: rytRhmERah3zflORgKYR9zPCPY-87Yxt98ZhRonO6aidNPTyzULOUsbL81 W VrpYatyTsz3 1- 5-0 4.2.3 1- 5-0 4.2-3 Scale = 1:10.9 2x4 = 4. 2.3 LOADING ( psf) SPACING- 2-0-0 CSI. OEFL. In loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(rL) -0.02 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 HOrz(rL) 0.00 2 n/a n1a BCOL 10.0 Code FBC2014ITP12007 Matrix-M) Weight: 15 lb FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. Qb/slze) 3=104/Mechanfcal, 2=256tO-lO-15, 4=56/Mechanical Max Horz2=96(LC 4) Max UpIUt3=-96(LC 8), 2=-174(LC 4) Max Grav3=104(LC 1), 2=256(LC 1), 4=80(LC 3) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=5.Opsf; h=15it, Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip OOL= 1.60 2) This truss has been designed for a 10 0 psi bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to glyder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 96lb uplift at joint 3 and 174 lb uplift at joint 2. 6) ' Semi -rigid pitchbreaks Including 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) 14 lb down and 14 lb up at 1-4-15, and 14 lb down and 14 lb up at 1-4-15, and 27 lb down and 601b up at 4-1-7 on top chord, and 8 lb down and 1 lb up at 1-4-15, and 8 lb down and 1 lb up at 1.4.15, and 17 lb down at 4.1.7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 13=-54, 4-5= 20 Concentrated Loads (lb) Van: 3=-22(B) 4— 16(B) 9=3(F=1, B=1) O WARNINO - Vortry deWon panumters and READ NOTES ON THIS AND INCLUDED M77EK REFERANCE PAGE MO.7473 rov. 160MIS BEFORE USE Oeslgn valid for use only vAlh Mllek® connectors. Ihh deslgt Is based only upon patamolem shown. and Is for an i ndivldltal txddng component. not a truss system. Before use. the txAdng designer r nusl verity the qypllcatAity of design p marnetets and property Incogorotu that design Into the overall txsdkng design. Bracing Indicated Is to prevent t ucafrg of Individual truz web and/or chord members only. Addlllonal tempotary and permanent bracing MiTek' Isalwaysiw4ukedforstabilityandtopreventcollapsewllhpossiblepersonalU*sV and property ckanago. Far general guidance regarding the fatxlcalkxn. slarago. delivery, erection and brocfrg of Irmses and tniss syslemL seeANSI/FPI I CuantV Criteria, DSB-89 and SCSI Bullding Component 6904 Parke East Blvd Safety InlamaOan avallable from tnm Rate InsIIMa. 218 N. lee Street. Suite 312. Alexandria, VA 22314. Tampa. FL 33610 Job I fuss I fuss I ype oty Ply Tt22605t4 wPOt9e His Diagonal Hip Girder 2 t Job Reference(optional) aYrraam "615oulce, r aripa, riant Gay, monaa jjtob /.W V e MYg 10 [V 1 / m11 e6 maY5lrles. Inc rn V " w:< ye ' ID:rlylRhmERah3zfiORgKYR9zPCPY•gJ6J5L98SIwe2G9uA4wiU81 XJuA24aLIjMS56JyTsz2 1.5 0 3.9.9 7-0.2 1.5-0 3-9.9 3.2.8 Scale = 1:16.6 M 2K4 = 3.9.9 3-2-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.01 7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(TL) 0.02 6-7 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.10 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 29 lb FT = 0% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=71/Mechanical, 2=351/0-10-15, 5=178/Mechanical Max Horz2=141(LC 4) Max Uplift4=-65(LC 4), 2=-208(LC 4), 5=-69(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-447/150, 3-11=-428/156 BOT CHORD 2-13=-222/410, 7.13=-222/410, 7.14=•222/410, 6-14=-222/410 WEBS 3.6=-442/240 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=5.Opsf; h=151t; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; cantilever left and right exposed: end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 4, 208 lb uplift at joint 2 and 69 lb uplift at joint 5. 6) 'Semi -rigid pitchbreaks including 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) 14 lb down and 14 lb up at 1.4.15. 14 lb down and 14 lb up at 1.4.15, and 27 lb down and 54 lb up at 4.2.15, and 27 lb down and 54 lb up at 4-2-15 on top chord, and 8 lb down and 1 lb up at 1-4-15, 8lb down and 1 lb up at 1-4-15, and 9lb down and 0lb up at 4-2-15, and 9lb down and 0lb up at 4.2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (Ib) Vert: 13=3(F=1, B=1) 14=-12(F=-6, B=-6) WARNING . V*My dodgn parameters and READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE INIF7I72 rev. it1N3/2015 BEFORE USE Design valid for use only with Mltok® con nectors. Ihls design Is based only upon parameters shown, and 1s for an1ldlvkklal building component. not a truss system. Before use. Ina building doslgner must verity One applicability of design parameters and properly Incor orale, this design Into the overall building design. Broc6lg Indicated is to prevent tuclding of Individual truss web and/or chord members only. Acklikinal temporary and pxmrnanent tracing MiTek' is always requlted lot skt Ally and to prevent collapse with poss9lle personal k*sV and property datnago. For general guldl nce re-Vsdmg9x/ 6904 Parka East Blvd. fabricatlon. storage, delivery. erection and btactng of mrsses and Inra systems, seeANSI/iPI I Cuatipy, Criteria. DSB-69 and SCSI Building Component Tanya. FL 33610 safetyInformationavailablefromtrussRateInstitute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Job Truss Truss Type oty Ply Tt2260515 W P0192 HJ7 Diagonal Hip Girder 3 1 Job Reference (optional) Rudders FaStSource, Tampa. Plant City. Florida 33566 7 640 8 Av9 16 2017 MITek 1114Su8trNe. Inc. Fri 00 13 10.29:16 2017 rage 1 I D:rfytRhmERah3zliORgKYR9zPCPY-8W fhlhApD23UfPk4koRx1 O2egHTOp_epyOCeflyTsz 1 4.5.0 6.2.9 9.104 1-5-0 5.2.9 4-7.8 Scale = 1:21.8 2x4 = CR4 11 fj 6-2.9 9.10-1 5.2.9 4.7.8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Ven(LL) 0.03 6-7 999 240 MT20 2"/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(TL) 0.09 6-7 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.29 Horz(rL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-M) Weight: 41 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 20 SP No.3 REACTIONS. (Ib/size) 4=115/Mechanical, 2=481/0.10-15, 5=295/Mechanical Max Horz2=180(LC 4) Max Upllft4=-94(LC 4), 2=-267(LC 4). 5=-116(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0-0 cc puffins. BOT CHORD Rigid ceiling directly applied or 9-4-1 oc bracing. FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11 779/300, 11.12— 752/303, 3-12=-720/309 BOT CHORD 2-15=-399l721, 15-16=-399l721, 7-16=-399l721, 7-17=-399/721, 6.17=-399/721 WEBS 3-7=0/253, 3-6=-768/425 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=5.Opst; h=1511, Cat II; Exp C; Encl.. GCpl=0.18; MW FRS (envelope) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at Joint 4, 267 lb uplift at joint 2 and 116 lb uplift at joint 5. 6) 'Semi -rigid pitchbreaks including 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) 14 lb down and 14 lb up at 1-4-15, 14 lb down and 14 lb up at 1.4.15, 27 lb down and 64 lb up at 4-2.15. 27 lb down and 54 lb up at 4-2-15, and 44 lb down and 103lb up at 7.0.14, and 44 lb down and 103lb up at 7-0.14 on top chord, and 8lb down and 1 lb up at 1-4-15. 8lb down and 1 lb up at 1.4.15, 9 lb down and 0lb up at 4-2-15, 9 lb down and 0 lb up at 4-2-15, and 24 lb down at 7.0.14, and 24 lb down at 7.0.14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4= 54, 5-8=-20 Concentrated Loads (lb) Vert: 13=-48(F=-24, B=-24) 15=3(F=1, 13=1) 16=-12(F=-6, B= 6) 17=-34(F=-17. B=-17) WARNING - Vedly daalgn parameter, and READ NOTES ON THIS ANDWCLUDED MItEK REFERANCE PAGE 11,1114479 rev. IdOY1016 BEFORE USE Design valki for use only wllh MI IekO connectors. it* design It based only upon parameters shown. and Is tot an lydMdual lxrldktg compononl, not a truss system. Bofoie uso. the building designer must verify the applk;abllty of dcsigri parameters and properly hcorpolote this design Into the ovowll tx9mrg design. Bracing Indicated 1s to prevent budding of individual trans web and/or chard members only. Additional temporary and permanent bracing MOW is always recplred for slcm9lty and to prevent collapse with posslAe personal r1A+y and property damage. For general guidance tedardkg ttto kAxlcalkln. storage, ddIvery, eteclkxt and Ixacktg of tnraes and Irons systems soeANSI/IPI I Quality Criteria, DSB-89 and SCSI Bulkiing Component 6904 Parka East Blvd. SafetV Information avalIc"o from truss Plate Institute. 218 N. Lee Street. Su lle 312. Alexan sift VA 22314. Tampa. FL 33610 Job Truss Truss Type oty ply T12260616 W POI O2 V2 Valley 1 1 Job Reference(optional) Boilers FirstSourcs. Tartpo. Ptere dory, Florida 33666 ID:rfylRhmERah3zlrORgKYR9zPCPY-BWitilhApD23UfPk4koRx10Z1gHZr1p29py0CefyTszl 2.2.8 2-2.8 5x6 = r 2 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud TCLL 20.0 Plate Gnp DOL 1.25 TC 0.02 Vett(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(rL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WS 0.00 Horz(TL) 0.00 3 n/a We BCDL 10.0 Code FBC2014/TPI2007 Matrix) LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 1=48/2.1.14,3=48/2.1.14 Max Horz 1=32(LC 9) Max Upliftl=-20(LC 10), 3=•27(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:7.$ PLATES GRIP MT20 244/190 Weight: 6 lb FT = 0% Structural wood sheathing directly applied or 2-2-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C-C Intedor(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 1 and 27 lb uplift at joint 3. 6)'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. A WARNING - Vtdfy dadgn P&Mn afere and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MO.7473 rev. 1693,2016 BEFORE USE. Design vdkl la use orgy vAth MllekO connectors. Ms design Is based only upon patamelors snows. and Is (or an Irldlvldual building Component, not a bssusystem. Before use. the building designer must vedly, the c"AlcabliN of design paramelers and rxoporly Incorporate this design Into the overall building design. -sign. Bracing Indicated Is to prevenl budding of Individual tfuss web arld/or chord members only. Additional temporary aril permanent b f Ing MiTek' Is always tegJted too stablilty and to prevent collapse with possible personal Inpay and property dnanage For genwlal guld nce regarding the fabrlcatim storage. delivery. erection and bracing of trusses and IRM systems. seoANSI/IPI I Quality Criteria, OSS-89 and 6CSI Building Component 6904 Parke East Blvd. Safely Information ovallable train try Wale Ins11Me. 218 N. Lee Skeet. Sulte 312. Alexardria. VA 22314. Tarnpa. FL 33610 Job runs Truss Type ty ply T122fi0517 W P0192 1.V3 Valley 1 1 Job Reference(optional) Budders FirstSource. Tmnpe, Plant Coy. Florida 33566 7.640 s Aug io zur t mn ex mausares, im. rn am i a i0.2iA 6 cv I D:rfytRhmERah3zfiORgKYR9zPCPY-8W fhlhApD23UIPk4koRx 1 OZigH28p29pry0CeflyTsz 1 3.2.8 3.2.8 Scale - 1.9 6 2x4 !::- 2x4 II LOAOING(psi) SPACING- 2-0-0 CSI. DEFL in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a rVa 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(TL) n/a rVa 999 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(rL) 0.00 3 rVa We BCOL 10.0 Code FBC2014/TP12007 Matrix) Weight: 10 lb FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc puffins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directlyapplied or 10-0.0 oc bracing. REACTIONS. (Ib/size) 1=85/3-1-14, 3=85/3-1-14 Max Horz 1=57(LC 7) Max Upliftl=-36(LC 10), 3=-47(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; VUlt=l40mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15f1, Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) zone; cantilever left and right exposed ; end vertical left and right exposed,C-C for members and forces & MW FRS for reactions shown; Lumber OOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 1 and 47 lb uplift at joint 3. 6) 'Semi -rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. Q WARNMO • VeAry dedyn peramofon and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M67473 tov. 1602,10fS BEFORE USE Design valid fa use only with Mllek0 connecbts. This do*p Is based only upon parameters shown. and Is form Individual blddUg component. nor a it= system. Bolero use. the lltllclrspp designer must verity The apN)[ICatlflN of design Parameters and property, incorporate this design Into the overall ding dosldn. Bracing indicated is to prevent budding of Indivic ual truss web and/of chard members only. Additional temporary and petmarnent bracing M!Tek' is always teyWed lot stability and to prevent collapse with possible rx-fsorvA"and properly damage. For genetal guidance fe"dhg the fabrication, storage• delivery, erection aril bracing of trusses and Trust systems, seeANSI/IPI I Quality Criteria, OSS-89 and SCSI Building Componenl 6904 Parke East Blvd. Safely Intormalton available from truss Rate Institute. 218 H. Lee Street, Stdto 312. Alexandria. VA 22314. Tampa. FL 33610 Truss Truss Type ryply T12260518 Opb" 92 Vs Valley 1 1 Job Reference (optional) Builders FrrstSource. Tampa. Plant City, Florida 33566 7 640 s Auy 16 2017 MTek Industries. Inc. Fri Oct 13 10 29 17 2017 Page 1 I D:rfylRhmERah3ztiORgKYR9zPCPY-crD3W OAS_MBLHZJHI VzAac6g8hrmYVPyBgxCBByTszO 5-2.8 r 5-2.8 20 11 20 - 2x4 11 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 V8n(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Ven(TL) rVa n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) 0.00 3 rVa rI/a BCOL 10.0 Code FBC2014/TPI2007 Matrix) LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=159/5-1.14, 3=159/5.1.14 Max Horz 1=105(LC 7) Max Upliftl=-67(LC 10), 3=-88(LC 10) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Scale = 1:14.7 PLATES GRIP MT20 244/190 Weight. 17lb FT=0% Structural wood sheathing directly applied or 5-2-8 oc pudins, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph, TCDL=4.2ps1, BCDL=5.Opsh h=15111, Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 for a live load of 20.Opst on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 1 and 88 lb uplift at joint 3. 6)'Seml-rigid pltchbreaks Including heels' Member end fixity model was used In the analysis and design of this truss. Q WARNING. Verfly design parameters end READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE NO-7473 rev. I003R016 BEFORE USE. Design valid for use only NAIh MlleW connectors. INs design is based only upon toraneters shown. and Is for an IrvIlAdral building component. not a truss system. Before use. the building designer must verity the opolcalAlty of design patameterss and properly ncotrwrate [his design Into the overall building design. Bracing Indicated is to prevent txrcaing of IndlAclucil Inns web and/or chord members only. Addllonci temporary and lormanont bracing MiTek' 6 always regulted tog stoblilty and to prevent collapse with possible personut Injury and properly danage. For genetal guklalee tw jadrvj the fabrication. storage, delivery, erection and bracing of lnrsses and Inrs systems seeAN51/TPI I Quality Criteria, OSS-69 and SCSI Building Component 6904 Parke East Blvd. Salary Information avollahle from Irus Rate institute. 218 N Lee Street. Suite 312, AlexorxldeL VA 22314. Tanpa. FL 33610 Vv W Q > , ao M -o N 0-93 NC > PTOO Q Z Z D X m m a m ®o I ( 0CrC3Goopvz> >° $ p W > 0c0 _ j 0 %i O a O N = ° ° no 2 m z Vi O nQ o Q C CD C Q c 6Q ili S p' 0 <p 3 Q d p^ I o Q d OO wo3°.y N'Q.ao aafro mo o?, pn Nmx 2<(D N N 3N (DO Q p a0 P o N 0 7 (D p 70 ao°a m £m_cc a(D 6 O aoQ3 a H 3`NDo m m 6! Q Z c N O Si N O n 0 o Q„ 2 ° 7 N u0, °a 0- 0NONO a- 6 N O 0 , 5 ooao E; 0 3SD,v;- 3 om c° ?Q O o x 5 P- 7 c ( Q Q O N n N 0 (D (D N a° 3 Se. z C „ N N N 7 N 0 N N ( O n Q. -• oOo OH <N lfl £ 00QL -07 tiN (DNXyNO (D ( f7n O.'<N jp Ny00 N ON N n Q O c 5'Q° 0 7 q N No 3 N vi r " --i m m z n 3?>- TOP CHORD D .y. ( Q c c C ,7N 0 C= m80 m At .. 3 N w w.^ ( 3O Oz ao CI.9 m Q O Q N (d gy.ppp} mQ A n- C Q !A 7 N j N OW yN ~CD A DCL mJ ( DMcnC O A N n to 3G; CD O m , ol 0 CD01ODN 3 m N D v W2.7 O N N NCN andcnm V m < 0 O. . 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'a ( DB8O D a 08aAa (D m 0 c 3 (D (0 3 m °m Q,o < 3 ma Et p m ZQma, oco (( D0 a mN oc Q S3 s owe •• OL 0. n uj CCL s Go s r s g x 0 0 6 a c n H W Vie W . i x~ d o o d icE W r0 Z Q O U w r— 0-0-99 0-0•L 0-0-hh 0-h-L 0-0-5 ti I NO II I I I y I I I I I I I f,l l(•I I Il i l II II aZ 0-0-L 0-0-hh 0-0-99 50-0-1 0 h E 0 8 h RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # ., 186 Project Location Address c C1 n lC G As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma Tru Fiber Classic FL15000-112 Sliding MI Windows & Doors 420 FL15332-R2 Sectional Wayne Dalton 5120/6100/9100 #0230 FL9174.3-R11 Roll U Automatic Other 2. Windows Single Hung Silverline Bldg Prod. Cor . Series 2900/4900 Single Hung FL19715-R2 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Aluminum Coils Mastic Endurance FL12194-R3 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed CorpRoofing CertainTeed Asphalt Shingles FL5444-R10 Underla ments InterWra , Inc Underla ments FL15216-R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Lomanco Aluminum Roof Louver FL3792-R8 Other June 2014 Y, Category / Subcategory Manufacturer Product Descri tion Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates - Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Cast -Crete USA Inc High Strength Concrete Lintels FL158-R8 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 6Ji3V2017 Florida Building Code Online Business & Professional Regulation r BCIS Home I Log In I User Registration I Hot Topics I Submlt surcharge I Stats 9 Facts I Publications I FBC staff I SCtS Site Map I Links I Search I Florida Productr Approval IUSER: Public User Product Approval Menu > Product or Application search > Application Liu > Application Datell 0 OFFICE OF FL # FL15000-R2 SECRETARY Application 'type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rlckw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Exterior Doors Subcategory Swinging 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 Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. king, P.E. 01 Validation Checklist - Hardcopy Received Certificate of Independence FL15000 R2 COI Certificate Of Indeoendence,odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 200S ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 r TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect httpsJ/goridabuilding.org/pr/pr app fl.aspx?param=wGEVXQwtOquS73Fr2ZyiPo¢AnA6CzHQ3yMKg2Hy8%2fuCfc2MRiSC82w%3d%3d 1/3 iliW017 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted OS/29/201S Date Validated 06/28/2015 Date Pending FBC Approval 07/OS/2015 Date Approved 08/19/2015 Summary of Products FL # Model, Number or Name Description 15000.1 a. "Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact' Opaque Fiberglass Door with & without Sldelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15000 R2 II INST 1S000.1.0df 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 1S000.1 for Design Pressure Ratings, any ELlS000 R2 AE EVAL 15000.1.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "1" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 1S000.2 b. 'Fiber -Classic" or "Smooth -Star' 6'8 "Non -Impact" Opaque Fiberglass Door with & without Sidellte(s) - Inswing (X, OX or XO, OXO, XX, OXXO Conflguratlons) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 1S000.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.2 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.2.odf additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "I" part number doors and sidelites, which have been stained or painted within 6 months of Installation.) 15000.3 c. "Fiber -Classic" or'Smooth-Star' WO 'Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15000.3 for Design Pressure Ratings, any FL15000 R2 AE EVAL 1S000.3.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "P' part number doors and sidelites, which have been stained or painted within 6 months of Installation.) 15000.4 d. "Fiber -Classic" or "Smooth -Star" 8'O "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 It INST 15000.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.4 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.4.odf additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "1" part number doors and sidelites, which have been stained or painted within 6 months of Installation.) 15000.5 e. "Fiber -Classic" or "Smooth -Star" 8'0 "Non -Impact" Glazed Double Fiberglass Door - Outswing Inswing (XX Configurations) hops://RoridabUldirtg.org/pr/pr ppp dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPozAnA6CzHQ3yMKg2Hy8%2fUCk2MRiSC82w%3d%3d 22 6/9@017 Florida Building Code Online Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLI5000 R2 It INST 15000.5.Ddf 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 1SOMS for Design Pressure Ratings, any FLLS000 R2 AE EVAL 15000.5.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "]" part number doors, which have been stained or painted within 6 months of Installation.) 15000.6 f. "Flber-Classlc" or "Smooth -Star" 6'8 "Non -Impact" Center Hinged Glazed Fiberglass Double Door - Inswing (OX or XO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 11 INST 1S000.6.Ddf 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 15000.6 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.6.Ddf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of '7' part number doors, which have been stained or painted within 6 months of Installation.) Contact Us :: 2601 Blair Stone Road. Tbllahassee FL 32399 Phone: 850-487.1824 The State of Florida Is an AA/EEO employer. CoovrloM 2007-2013 State of Florida.:: Privacy Statement :: AcMdbl0ty Statement :: Refund Statement Under Florida law, email addresses an: public records. If you do not want your e-mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.199S. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Oeperament with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. V 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 Tb determine If you are a licensee under Chapter 4S5, F.S., please dirk Qom. Product Approval Accepts: N M Credit Card Safe htps://HoridabtAiding.org/pr/pr_app dtl.aspx?param=wGEVXOwIDquS73Fr2ZyiPozAnA6CzHQ3yMKg2Hy8°?luCfc2MRiSC82w%o Dag= 36WMAX DOOR tl" HOWWAL CRM SWM14 PANMV407H DOOR PANEL vx" 01 e if:A-=— —=w) aMW D" FTImr Cksvic O N BOTM RAIL V-7 -(fiBMaA=) ooea%t24/12 j* W" N.Ta nC& CROSS SECTION/-2 VER DOOR pma m In GPXIW Mo I FL-16=3 L3awor2 i 13.93>'b° MAX l PANG 4YpT11 TurMAR El I© ETJTE PANEIPANFl Smooth Star ItTGLISS 1/2- MIN. Mf n CUSS THY- r1/a. TEMPERED 1 CUSS AIR SPACE 1 8" PERED GLASS 1/2- MIN. CLASS TUC 1/se TEMPERED GLASS AIR SPACE 9PERED GLASS E I Art hurt 1 MWONX CROSS SECTION 4 SLOWE PANEL 2152 2 r 42 n PLASTU7 LP LfiE FRAe1E ',: PLLSifC LIP l!!E FRAME E?CTR!lDED PVC $ gjgNCE0 57f1C F—IX7- F ° I f 2 \ VQifIC>+1. CROSS gCi10N SIDUM PANEL L 4TA— 1. 1. is Spacing forow Rem d1 ¢41 (ilu from° ex 6.5IisasfotloasFromthebottomOponaides; 8.5. wM (7) rtan spaced at 9.675' as Share are (2) eorews bath top and bottom at 2.125' in from enah 42 SJDELRE TOP dr OOTMW RVL r SfDEL1fE OLAT S10E 51TLE comer. lTNCER JOWIID PONDOWU PW& SO-0.43 & F-11 dOIH RDNDERO PINE S,-,4J I FL-13M.3 I 4t1 ` 49 13 17 .&Mh1 ZUF 1. The d"te Ae cheat set k to the Jamb with (72) d Rem #43 a IS x 2' pf& wood vemw. Thera are 13 (4) at each ver0od tomb, from fire top down at 18 1J 5', 31 ; 48.r & Sr. There am 0) of the 1-IJt•MM 21 is hmdar at 4' from ft ouWde eamem of th• EMIL(rp.) forme. Thera are (2) at the dR 4' from the outside romerm T t HORtZONTAF CRCW =nCN 7 a 3B 1-1/4' WN. I19 EMS. (TYP) XrmK 17 13 6 45 C-M 44e •• 7 y ry :(,• a ACTIVE C 1A 34— a SEE NOTE 1 35 g 3• 2f aro 24^ 2 10 1a i2 ease N.T.& am or, x a HQR9 MAL CROSS SEMN C31 NORfmwx CROSS SE wm j(Qg mnu AuuS d 7 18 FL-150WZ " a 7- aFJ o s' I 1 11 T 1 I idULLION II SHOWN FOR i II I REFERENCE HEAD a 11I1OPENINGT1P. MULLION II k JAIASS 1 SHOWN FOR II REFERENCE ll a II 2x Buc if a I p \ I I I I ASTRAGAL 1 I Q SHOWN FOR ] l m I I a REFERENCE I! R II B II DOUBLE BUCK W/SIDED ANCHORING MASONRY OPENING R NOTE: CONCRDEAt CJdO 1. conawe cm arbe - cifthecmm.mciybecoofedtamotdwnftm&L Dc BUCK edge datanmtomafcrj*l 2CaricrosandiarlacaftVhotcdar'hA CNCSMR*nrztbeadAntedto madrlab OW mfa, edge dbtalae to moftjohft, cdd bnab =am* anchors maybemgrmedtoensuetn&%LILXONCHdWdb mstanarenotemeeded 3. concraleanahartabia e TA CON 1/4 id/P Z' 4 ON III e^ I ram. s} 0 1 1 MASONRY 49 a OEXI C TYP. HEAD 1 R imm ; 1 2X BUCK 1 ap ASTRAGAL i SHOWN FOR REFERENCE i ado i II I I I SHOWN FOR a9 REFERENCE II TYP. MUD II do JAMBS I I II II II II II II II II /(I1 I I MULLION -' I Rd ccl C II SHOWN FOR II REFERENCE II II II II _ MASONRI OPENINf 2X BUCK 1 7 4 ciO z a s OZ 4 12 B N.T.S. 4 1* JK 'a c ft LFS 3 um rom a FL-160043 0 use $ stet 1B,9Fr law M" IRSxi" lltir ` z 273i TYR 27 TYP. TYP. Mal a7s 6 SEE NOTE 1 0c a i DETAIL a t! M.TS/ 2 1. THE ASTRAGAL BOLT HIS A 3' THROW AT THE TOP AND THE BOTTOM. cw. y blu LFS FL-13=Z 0 1 aw_Ll v12 0 T.-HERMAITRU THERMA TRU DOORS T I a tmoua" fr1L am. 9O 0. ON 4 617 FIBER CLASSIC" / "SMOOTH STAR" 8'0 INSWING w/ & w/OUT SIDEUTES FIBERGLASS DOOR NON4MPACr 1.unsprodrdtw;beenevt&WWandkfmmnolmNw ifhEta fttAonPM41Fbdaetd!*g code (FBO fbuchrfot cetauGanmbi g the f varodly Nuuiccmemnd QtYt. 2 Rodidaxbw3mdb&asMWaWvaoedastmmondvkf AnchYenbeMmttoboo motedolshdbobWmdwmdm 1 ard=ao. 9. When tied In itfe llVw fhb podu kTer,Itd,ed to bepro(eded WM en bpW rad hlrtt eovafnpwam NswdfSec'iwt1asatftMC. I. Whentmed harem wWo of the '9VflZ'reg4 t Wvd bow debris pmtet:Noa fhb produdb n>*ted to bepmhxtedwfhan hrpdd refW.,teaft" t &complm*M$edon lWJ2uf lbr2t Ord6an7cmFhz- m-tcf-iluotfgemtedkabtdbeftfaro Tntxtf awnta'bt tr1ckmosa ycardrl4faL 6. SilecandTbru60devk+tebomttodetaboffhbdmwkvrequire Utwenotoo codOby ON englum rcranWaedaditd 7. mapmdiddoesnotmee! wcderudhafiontegvhmm* wtholMW.O wlguukf Mbe 6tsltdled aiY to na habddbm mem aathab3db(ek+ca6orst M otanpywdl ittatlhear®le between the edgy otuafopy a odFulQtosO kl Nan Ig deq*ft SEE MTAL / SHW 6 g evc w/5fo rraWutc rt±rr 0)= WJVMAX OVBtALL MAW= bb v Moi. Z 5. 11 ss Q=OR54 1a se i. c1, L`:j.+ rhrrut o`yoo1:S:v:'•;'r r'!" 1 r`• r• hajl..rt Q mod. h':t 7i •i. •ri, ti^• F'Ir.:1 i-afts .A p,l: a •f;:l J 3dWMAK a.:;i•5?x t.'•o; ;h ,t:[..f• 7.v"i: y e s o e" E a e s DOOR INiE7i1OR T Mg s PANaW10TH v e a!a :•ti• J 6' 1 NORQONm CROSS W=N v. • - 2 DOOR PANEL S 4= TSIS IDR INMIOR d ti '••Si ar 6 6 N m I—ATCH S—IRE SWSUR 54 7OP ftA1L o :t4`•1' f-. 001) SMOOTH STAR) IA DOOR PANEf Srnaoth sew Dr ISO y6s f tF't'1'if 57 ocra 4 12 N.T.& °! e 56 MNGE STILE 8617T7M RAQ p y SLR TfSM0O1N57AR) oo1T1 57AR) 2 DOOR PANEI. ppt - atom rn, d FL-15000.4 a ee seff ur12 ' 0 z 1 `. rf , V, Ail 17 QI 0r4t ct T B 16 a m 13 31 1 J V ilni O d; e y 17 17 a a;cdI 1 11 .• :a• •.,;.. spa 11al dLi,. y ay. 25 S r so 42 I_7.. 39 b c'.a 43 78c..,•.\ 33 1i SEE NOTE T T_ 17 C s7 r' SEE NOTE 2 i T I 30 M MWOR ate.w {t Sm y : i G7 Sam 46 era. }' 46 47 SEE NOTE 2 IA 4 1"*.01 t" 8 rKl•\' VERRC. AL JCROSS SECTION V Shown w lX sub -buck 40 19 OPTIONAL SURFACE BOLTS ON ACM PANEL a s 19 73 SEE OES16N PR!~CSURE CHART) 30 J1 14 i4 S r iri, rT• _ - 11 r'",..`'y SEE NOTE 1' 43EE 3 1 " '• : ; : ° : y • • I. no 81de00e Is dVwt set Nto the Jamb with (12) a S ' i. `: e•. . • Rem fh. 143a /8 x Z' pwood screw. Them me at each verdeal Jamb, from the top down at 13.5: aft 4 12 e+ r •. 17 31', 485' & 66'. There are (2) at the heador at 7aun TS 4' fromtheoutsidecometsofthetams. there am 2) J13 a 15 x 2-1/2' pft wood mew at the am ec JK a81, 4' ham the oubTde come= am me LFS 2 atom a ^ FL-150004 iVERRCAL CROSS SI7rl ION 2 irFRTICAL CROWSE>rT1ON 2. OP7TOHAL SURFACE BOLTS ONACTNF PANEL 5 5 SEE DESON PRESSURE CHART) eons —15 ov ja A 38 0.1rfOL' j 13 L z sy S a 008 I SEE NOTE 1 1. The mddW It d110ot sat 14° the JMdi 11/111R e43inth (72) Rem f43 a IS x 2' p(h. wood Thereeaaw. are (4) at each y"ca) jamb, from the bop dorm at 135, 31'. 4a r & 66'. Thee are C2) at the header 4 ACM t1 E at 4' from the dutsWe camera of the frame. Owe are (2) 013 a f8 x 2-1/2- f •.+,. .f'.. a, k.e m46 r 1..i c1 •- f 1 <i•! t. 1 pft wood anew of the alp. 4' tram the de °°eadf$mre- E 44 p TE7tloa 36 41 CIE 41 29 35 DUALa. Rsi5 17 18 OPTIONAL SURFACE 80US ON ACME PANEL Tt3gL{TTPJ SEE OMM PRESSURE CNART) B HORMOMAL CROSS3OSS SECRON 6 I 48 0.1rm C QC ZZ 33 8 7 43 SEE NOTE 1 B 7 43 INACINE AURAE ip G1 1}.1%.s .LVIy y. n 11 n . 1 • } 13 4 36 0 Y 3 9 10 37 45 c ° am OZ 4 12 g HEROe vcc N.Ts. OWL a sac as tt LfS dI1HOPJZONTALCROSSSEOTION21HOR=WAL CROSS SEMON nc 41, FL-15000.4 0 OF o i tx , 8' 6' t) . it •: 4 ' $ POFNINGjIrm. HEAD I I OPEHING 7YP. HEAD Jd SS; 0 11 1 SHOWN FOR $ aMeS SHOWN FOR ZX BUCK REFERENCE II 0 II l I I 1 I I I I `"a d 2x C 3 d 4 IR-MUWOµI MULLION / II II SHOWN FOR 1 SHOWN FOR I I REFERENCE II i REFERENCE ' I m(5 N 3G If 11 1 II 1 "d II I II 1 and y,t II I If r:, I 5•r'' DOUBLE DOOR W/SNELITES 'vti Y`•wl DOUBLE DOOR m BACK ANCHORING f. SLICK AN .I.IORIN qaq wi l I I I ,, •. MASONRY II II OPENING I1 TJAMBS II dPENING i HEAD fl II II II 2K SUCKI II 2X BUCKII MULLIONII r. ardlcr O attno oa„ers maybe ac¢rarearo m nroN me may I I SHOWN FOR I I ^ edge dWwoo tomortr]d nf& I I REFERENCE II I ZConcm1aowhabcv6asnetedw% AXONC9dWmWtbsactrsfedto 1 _ nx&* tthemht.edgedtrta=etonxdw)*ftaddl6oralconoutoartdma f S. C orlmagLBemxdito wir leMte7YlAKONC:3RFA'dinandbnaarotemeeded SHOWN F R j 14 t f l I I cd a $ IIIIm 24 12ffw y.t II II Tit tnca JK o TAFCONSINGLE DOOR W/SIMIM SINGLE MM BUCK ANCHORING 0- 1 a tamer $ v I(, 3F'!hAUl'EE- t, t?ld"E15 NCO IrITRAC70N t s t•va' r r SEE VE ML a' CONCREFEANCHORNOM t. Gofrcrote anchorbwifont at the comas maybe acg aied to rrr loQt them6i. wipe dsltarcetommlarjohft. 2 ConootoomcWbcalfertsrwteddsSNAX.ONCOm rawstbeodit*Wto mcNczh fie mite edge dWance to moftlobft addtfond cronaefa andica mqrberequbd to enm the 7dAX oN C&Mr c mendbn cm not exoreded s ConcreteandrortabW t woodsyewatoGta wtthe,pMv.fw.d. a• --j t_ A. SINGLE DOOR WASK f M i31 1010 SOLT To PLATES m tr 0 E. E THRESHOLD FL-15000.4 ^ A SEE MASONRY ItaTALlAilolt OPENING Jy W/1Y SUCKNSIIt1Af10N FRAME E+ 2X BUCK 14 Tfv. SILL SEE 0(:'WL '1' ShF DEWL '4- DETAtL 'J• r: VIEW 'B ='B' v . NEW 'r'—'C' B' L A' CONCNE7FANCNORNOr L Cbhaete wxt bca*m at do cattm nwbe a*4W fo m&IuM Ole mtL edge cbft ce to marfar foF}s 2. ConaefemldwrlomdtonrnoWas74"ONC941WMtatdeadllatedto Mdhtc*l the Of edge d ance fo IlwltarfO ft addRonalowaefe anchm aWberegLMedfoerwofhs7A"O(CEN1Wdin nmmmrotw=sedeQ 3. O)naete artdlortahla I u a'oy s c_ eye _?' cew"od MASONRY-f — ; ;; OPENING fRA:fE — a 2X 8UCK 0 OE 14 TYp. SILL I 1 49 30 W/2X BUCK 13 0 J1 INSTALLATION e w/tx BucK 48INSTALLATION DETAIL '2' ASTRAGAL & SURFACE BOLT STRIKE PLATES ® HEAD e 31 Jt O 1111 40M 24 12 JO o 30 0" N•T4- DETAIL '1' On JK SURFACE BOLT STRKE PIATE O L at Lf5 m THRESHOLD crow fL-1J000.4 m It) -II Ae 1 ra f a fa t i P de ri7Y "trill, 168 iam mw Ar 14M 27 27 ' 27 Typ. Typ. CZ o 3]5 3 S' r is P r s 0.73' ass oJWr SEE NOTE 1 YI1I00]2B'-.4 F an 12 < °i flIE. n DEIAR n rs a an . PC a 1. THE ASiRWAL BOLT HAS A 3` THROW )Q THE TOP AND THE 801TOm. c FL- 1300R< 11 3a p INNA-ml ro 0 LLT' v 7 O 4w A WOW / Yu\ FINGER JOINM PO• NUMS4 NNE, Sw•0.463 OvnWACE BOLT SZRfkE PLATE (725' Sorel l Q i 8 91 1d5MRNG DOOR BCRTou SWEEP viNrt A80' MAX WALL. GJS' MR WALL r- 19 ect F nn K-rMr_ a nni p 7HRESNO O om m ,K ALULIMUWMNrL CSWS- WAL1. Af Uk 1$ INSIVM SIDELDE ow, na WA L vnm- iya WMM Boor owl c Lfs 0.09' EXTRUDED Mt WALL aaec Nit. R . W R W Building Consultants, Inc. B Consulting and Engineering Services lot the Building fadasay C P.0,Bo:23GY0tde0FL33595 Ph=1113,6993197 Florida Board of PmRsdoml l3 *m=fb,ditcata ofAwhodmdon Na 98 13 Product Category Sub Category Manufacturer Product Name Swdnglns Thefma-Trp Corporation Fiber Clesalo" / "Smooth Star" DoorsPoore Odertor Door 118Industrial Drive 8V Inewing wand w/out 8idellise Assemblies ricip [one OH 43517 Fiberglass Door Phone 19 298-1T40 Mott-tm cot• Boops: This Is a Product Evaluation report Issued by R W Building Consultants, Ina and Lyndon F. Sohmidt P.E. (System ID # 1998) for Thenna-Tnt Corporation based on Huts Chapter No. 61Q20-3, Method 1 D othee State of Florida Product Approval, Department of Buslness & Professional Regulation. RW Building Consultants and Lyndon F. Schmlc% P.E. do not have nor will acquire financial interest 1n the company mararfecturing or dlabibuuting the product or in any other entity Involved In the approval process of the product named herein. Llmltatlops: 1, This product has been evaluated and to in oompllanoe with the 6th Edition (2014) Florida Building Code (FBC) atruoturel requirements including the *Kgh Velocity Hurricane Zone" (HVHZ). 2 Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base nu terlal shell be beyond wall dreeefng orstucca 3. When used in the "HVHr this product to required to be protected with an Impact resistant covering that compiles with Section 1628 of the FBC. 4. When used In areas outside of the "HVHZ" requiring wind bane debris protection this product to required to be protdoled with an Impact resistant covering that oomplles with section 1600.12 of the FW. 6 For 2x stud framing construction, anchoring of these unb shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-16000.4 require further engineering analysis by a licensed engineer or registered architect. 7. Inswing configurations do not meat •(he water Infiltration requirements for the "HVHZ", Inswing units shall be Inetalled 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 dh Is fees than 46 degrees, 8. See drawing FL-16000.4 for size and design pressure Bmltations. Supporting Documents: 1.TeatfleportJ& Test Standard TF1014603874,13,C ASTM D836.08,A8TM D1929-96 ASTM 132843.99 TEL 01460336-A,B,C ASTM D83fj-OS, ASTM D1929-96 ASTM 02848-90 STT600001 A13TM WO-96 16427-1078W AMW E84-00a ATI 87608.01.108-18 ASTM 131921)48 ETC 01-741-10701.0 TAS 202 94 ETC 01 741.10703.0 TA8 2M-94 ETC 01-741-10693.0 TAS 202-94 TEL 06-1031-3 TAS 202.94 TEL 08-10314 TAS 202-94 Testing Labapd= Signed by Testing Evaluation Lab.,tna Lyndon F Sohmldt, P,E, Testing Evaluation Lab.,inc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc, ETC Laboratories ETO Laboratories ETC Laboratories Testing Evaluation Leb.,lnoa, Testing Evaluation Lab.,lnc. Arowing&o, Preoemd by cNo. FL 15000.4 RW Building Consultants, Eno. (CA *981 a) cga; s, Ln wy j,VOad Caloutatlons Prepared by Anchoring RW Sulding Consultants, Inc, (CA49813) ASTM E1300 Glass load Lyndon F. Schmidt, P.E. k f "r,tt+8 7w h " 4a Quality Assurance, c n Certificate of Par loipatlon issued by National Accreditation and Manageme institute, certifying that Therrna Tru Corporation Is manufacturing products C'.t, S-t within a quality assurance program that compiles with ISOAEC 17020 and A, Quids 63. heap of 1 rviit.a r lit Lon Hicks, VP Operations Wiliam E. Fltoh, P.E. Joseph A, Reed, P.E. Wendell W, Haney, P.E. Wendell W, Haney, P.E. Mark D, Pasero, P.E. Wendell W, Haney, P.E. Wendell W. Haney, P.E- Slaned & Sealed by Lyndon F. Schnia P.E. F. SchmldL P.E. Lyndon F. Schmldt, P.E. FL PE No. 43400 2IM18 THERMAITRU THERMA TRU DOORS I 18 INDURTRIAI OR.. EDOtATDN, DN 43517 Classic -Craft" and "Benchmark by Therma-Tru" 68" SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W/ & W/OUT SIDELITES INSWING / OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES General Notes 1. This product anchoMg drawing has been developed In compliance with the 2010 Roddo Building Code (FBC) exdu&V the 'High Velocity HLdcone Zone-. see the Certification Agency Certificate for sizes, specifications and rol'Ings. 2. Product anchors shall be as fried and spaced as shown on details. Anchor embedment to base material shall be beyond wall dresft, stucco, foam, brick and other wall coverings. 3. Wood screws shag be Waged following installation instructions of ANSV AF&PA NDS 20D5. All other fastener types to be Installed following fastener monutocMefs Installation Instructions. 4. Fastener embedment depths, edge distances and center -center distances shag be as specified by the fastener manufacturer but in no instance shag they be less than shown in this drowing. 5. Where shims are used, they must be a Wd / stiff material that compiles with the requirements of the 2010 FBC. 6. Positive and negative design pressure requirements for use with this drawing shag be determined by others for specific jobs in accordance with the governing code. 7. Site conditions not covered by this drawing are subject to further engineering analysis. TABLE OF COMEMS SHEET R DESCRIPTION I T at sievotiom design pressures S generol notes 2 Buck andlortng 3 Frome ontoft 4 Frome anchatng IL bN of materials 5 Horizontal S verticd cross sections 6 VedW cross sections FI0& V M0. 0VERAU. gR" WIDTH --j 4 1, rI i. 0L. J:j II s s s s s e DOUBLE W/ SrDEUTE5 Oxxo MAX DESIGN PRESSURE 47.0 -47.0 37-0-MAX j OVERALL WIDTH 1 iI I { S SINGLE x MAX DESIGN PRESSURE 77.0 -77.0 74—W MAX. OVERALL WIDTH 1 2 3 s s s DOUBLE xx MAX DESIGN PRESSURE 47.0 -47.0 68.50' WAX. OVERALL WID14 S S S swan W/ SIDEUTES oxo MAX DESIGN PRESSURE 47.0 -47.0 S&W MAX. OVERALL WIDTH I 2 3 1 s s SINGLE W/SOEUTE ox MAX DESIGN PRESSURE 47.0 -47.0 LOCK HARDWARE MW A SERIES KWIKSEr MMANRE SERIES IAICH KWIKUTS4MAIURE SErUEs rRD OEADRMr eRr. D710. ;eAr: JKf1- 15225.1 sHrEr t a 4- 4- 4- 4- 4. 4- 4- I 1 II I I x: I III MUWON I MASONRY I' `MULUON 1 4 II SHOWN FOR 1 MULUON I SHOWN FOR II I I MUWON MASONRY 4 II SHOWN FOR MASONRY II REFERENCE I I 4 II II SHOWN FOR II REFERENCE II fOPENINGTYP. II REFERENCE 1 REFERENCE I I OPENING TYP OPENING HEAD VIAk„ HEAD 1 HEAD I I 11 11 w 2X BUCK SEE NOTE 1 I I SEE NOE 1 JAMBS SEE NOTE I I 4 S 8 rr 1 II 2X BUCK II 2X BUCKMULUO II II S I I ASTRAGAL FOR I I a W I ICh II II NFOR m y I I 1 SHOWNREFERENCE I I 1p Z SHOWNNI I C6 ooIIoIIREFERENCEII1 II 1 it II II II DOUBLE W SIDELRES SINGLE W/SIDELITE SINGLE SIDELITES BUCK ANCHORING BUCK ANCHORING BUCK ANCHORING Rai a 7 O F -:: h: 48. r 4- a ,.... --1 4. Nora: t. I/4" Bco Concrete screws anchoring 2x buck require o 1 minimum I* clearance to masonry edges, a 1-1/4" minimum MASONRY 4 embedment and o mWmum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from o MASONRY 4 z OPENING TYP. HEAD do JAMBS different supplier may have different edge distance and OPENING TMP• HEAD JAMBSSEENOTE11SHOWNFORcenterdistancerequirements. Concrete screw locations of the locations, locations be EENO E 1 2X BUCK 1 REFERENCE comers, at mullion and at oshagol may 1 adjusted to maintain the minimum edge distance to mortar 1 joints. If concrete screw locations noted as' X. ON CENTER' 2X BUCK 1 must be adjusted to maintain the mWmum edge distance to 1 W manor joints, additional concrete screws may be required to ^ oa + 160 ensure the maximum on center dimension Is not exceeded. 1 2. 2X buck min. S.G. a 0.55. AITI 0e we 2 21 12 i W-N.T.S. ° DMJK m DOUBLE DOOR SINGLE DOOR arc W. W. LFS ; BUCK ANCHORING BUCK ANCHORING DFVA O NO. a FL-15225.1-68 0 aria 3 a 6 0 D" V C" 3" iu MULLIONnr II SHOWN FOR REFERENCE A W/21( BUCK INSULLATON OU 9 W/IX BUCK INSTALLATON TYP HEAD & JAMBS o SEE NOTE I _ SEE NOTE I C' "D' "E' VIEW 'C'-'CSINGLE DOOR W/SIDELRES M SEE DETAIL " 4' I n C4 C. y IN PAIRS 30 1 T o N n C' F in j rim o f SEE c g DETAIL_ c W a 1 6 L J. r VIEW ' E"-'E' show r/ QMMk ow""Tm Asiae714 orb /JD MP ALL somm so Giros rum cafteffa s) NOTES: 1. 1/4" 1TIN concrete screws anchoring forme and/or siA require a minimum 2-1/2'clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a dfferent supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers, and at mullion locations, may be adjusted to mofntoin the minimum edge distance to mortor joint. If concrete screw locations noted as 'MAX. ON C04TW must be adjusted to maintain the minimum edge distance to mortar joint, additional concrete screws may be requlred to ensure the maximum on center dimension B not exceeded. 2. 3/16' ITIN concrete screws anchoring frame and/or sM require a minimum 2-5/8' clearance to masonry edges, a 1-1/4' minimum embedment and a minimum 2-1/4' clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. 3. The sldelte is direct set Into the jamb with (12) N8 x 2' pM. wood screws. There are (4) of each vertical jamb, from the top down at 13.5', 31'. 48.5' A 66". There are (2) of the header of 4' from the outside comers of the frame. There ore (2) of the stir 4' from the outside comers. 4. For optional sidelte construction with stoples, sidefite is direct set into Me jamb with (4) % X 1- 3/i 16 ga. staples along each jamb (6' from ends and equally spaced thereafter). I d 6"" i, 11 N MULLION ° SHOWN FOR REFERENCE. 2X BUCK INVAU AT IY/ 1X BUCK INSTALLATI TYP. HEAD h JAMBS SEE NOTE I SEE NOTE 1 ro" A" SINGLE DOOR W/SIDELf1E in aS DETAIL 2' N J A' " 6' r yu E A I2X BUCK NSTALLATIONt I1 INSTALLATION 9 u u aag TYP. HEAD k fl JAMBS c SEE NOTE 1 - SEE NOTE 1 o 16 SEE 5 - DETAIL " 1 n v og 0 G o SINGLE DOOR VIEW A'- A" W/ 2X BUCK 2 INSTALLATION W/ 1X BUCK 11 INSTALLATION SEE NOTE 2 0 DETAIL 2" W/ 2X BUCK 2 INSTALLATION W/ IX BUCK INSTALLATION 12 1 . C SEE NOTE I 1 DETAIL " 1' swe N.T.S. M. er. JK m' DM en Lf'S 3 taaoc NO. a O FL- 15225.1-68 cc Sian - L or o C' L T— I 11N C" E' 6' 3 > a 3 3 J' I 6 - 1 r 3• : r 3' 3. f' 6' I 1 _ _ _ SEE NOTE 3D INSTALLATION W/2x BUCK SHEET 3 p] REFEREE 3' NSTALLATION o SEE DETAIL_ p yy/pX BUCK A T i q)—T pW/1x BUCK o _ _ w 3pINSTALLATION p w a- - i fi W/1 X BUCK a o v ASTRAGAL p TYP. HEAD Nv x ASTRAGAL "INSTALLATION zdoJAMBSaSHOWNFORHEAD & " oSHOWNFORpSEENOTE1REFERENCEpJAMBS REFERENCE p SHEET 3 = - ONLY p SEE NOTE 1 - ONLY p p SHEET 3 p SEE _ SEE NOTE 1 p SEE NOTE 1- 16 U- DETAIL '4' wo SHEET 3 p SHEET 3 DETAIcp16 \ 1616 .. o12EE NOTE1an5p5OSHEET3E. lfl A. DOUBLE DOOR W/SIDELRES VIEW E'- EDOUBLE DOOR VIEW A'- A' 91M A/ apnomL OOIIALvam FASHMM LIEN J30 OV. Mt want io WOR A" owimnoa) W/2X BUCK 2 INSTALLATION t, IN - n$ N PAIRS 30 > TYP. Item DESCRIPTION Material A 10 x 2-1 2 PFH WOOD SCREW STEEL B 10 X 1-3 4 PFH WOOD SCREW 110 STEEL C10 X 1 PFH WOOD SCREW STEEL 1 x 3 4 LG. PFH WOOD SCREW HiD a to Frame STEEL 10 x 2' LG. PFH WOOD SCREW STEEL 3 8 x 2-112- LG. PFH WOOD SCREW STEEL 4 1 4 x 2-3 4 PFH ELCO CONCRETE SCREW STEEL 5 1 4 x 1-3 4 ITW PFH CONCRETE SCREW STEEL 9 1 4 x 3-3 4 ITW PFH CONCRETE SCREW STEEL 11 3 16 x 3-1 4 ITW PFH CONCRETE SCREW STEEL 12 1 4 x 3-1 4 ITIV PFH CONCRETE SCREW STEE 13 MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 16 1 4 X - 2- 1 4 PFH ITW CONCRETE SCREW STEE 20 HEADER JAMB 4. 656 X 1.25 THERMA-TRU SUGAR PINE SG >= 0.34 WOOD 21 3 4 THK. PRESSURE TREATED SIDELITE PAD WOO 30 1 2 X 1 X 25 GA. CORRUGATED FASTENER STEEL A'nyN 3' ^ W/ 1X BUCK INSTALLATION 12 1 C SEE NOTE 1 W/ 2X BUCK SHEET 3 INSTALLATION 3 1 W/1X BUCK 11 DETAIL '1" INSTALLATION SEE NOTE 2 SHEET 3 DETAIL '3' B ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. 1 C 1 DETAIL " 4' W-% L, N.T. S. oro. Or JK m' MK ft LFS 3 WAWM Ro: FL-15225. 1-68 c pw —L cw 6 0 2-1/7'MIN. FROM 2.1/7'MIN.FROM 13 MASONRY EDGE MASONRY EDGE — TYP•) (TYP.) Ix BUCK 9 INTERIOR EXTERIOR 1 HEAD JAMB S To Ix axmnn 2 521 A r " 11S 0 INTERIOR EXTERIOR 2 HEAD JAMB ftwing mown O = ' EXTERIOR 1. I C ; ' 2S MNC m SHIM SPACE I.1SMW. L2S* MIN. EMB. EMB. TYP. 4 VERDCAL SIDE JAMB S T v *Ovm N 1' MIN. FROM 1"MIN. FROM MASONRY EDGE MASONRY EDGE — tS R NzRo TYP) (TYP.) r' og(g eel. N $ 12 13 , V 4 2X BUCK ti A x INTERIOR EXTERIOR 3 HEADJAMB S T stwown W INTERIOR EXTERIOR 0.15 MW. C-SINK 02r MAX. SHIM SPACE I.1S MIN. EMS. S VERMAL SIDE JAMB S To wood froffe wwwmg t N.T.S. m LFS ; n 15225.1-68 c p q. INTERIOR EXTERIOR 9L m INTERIOR EXTERIOR EXTERIOR INTERIOR lzOR z b: 21 12 ILE 7 13 13 13 16 2m 2- UT MIN. FROM 2 1A/ST2-1/Z'MIN. FROM 2.1 IT MIN. FROM 2-1/7'MIN' FROM 2.)/7'MIN. FROM OMIN FROM MASONRY9 Y EDGE MASONRY EDGE MASONRYMASONRYZDZGEMASONRYEDGE— MASONRY MASONRY EDGE — EDGE— ITYP.) (TYP-) ITYP.) ITYP.) ( TYP-) (TYP-) a: OR rl\ VERTICAL CROSS SECTION 2-'\ VERTICAL CROSS SECTION r3 VERTICAL CROSS SEC170M ft-M Cofialldk. a Ovls*4ng conflgtwoftn 0 INTERIOR EXTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR i 1zla` z Z W n13Q3nit 2-1 /T MIN. FROM[_ 2-1/2-MIN. FROM MASON ___ MASONRY EDGE n..) ITYP.) 4 VERTICAL CROSS SECTION ' a kw*ing conrgmuon 2-1/2- MIN. FROM 2-1/2' MIN. FROM MASONRY EDGE - MASONRY EDGE TYP-) (TYP.) rS"\ VERWAL CROSS SE"ON outs*tv c"Ifigmation 2-1/7'1M . FROM 2-1/7'MIN. FROM NMASONRY EDGE MASONRY EDGE TYP.) ( TYP.) VEIMCAL CROSS SECTION QA. V c.&WWbn L ft. JK c . ft LFS lim No, 15225. 1-68 13 3a A or l 10/27/2016 Florida Building Code Online w:.m A r Business &Professional Regultation CIS Home I Log In I User Registration : Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff ' &CIS Site Map I Links , Search Florida IF. A r .. Product Approval USER. Public User L rr16oc10.9Lsw ob Product Aooroval Menu > Produet or Aoollratlon Search > Aoollcatlon List > Applkatkln OetaU FL # FL9174-R11 Application Type Revision Code Version 2014 Application Status Approved Comments Archived set to re -apply per applicants request 4/28/15-rb Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850) 474-9890 Mark-Garon@Overheaddoor.com Authorized Signature Greg Taylor gtaylor@Wayne-Oalton.com Technical Representative Greg Taylor Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850) 474-9890 gtaylor@wayne-dalton.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed John E. Scates the Evaluation Report Florida License PE-51737 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 06/27/2038 Validated By Kurt Dietrich PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard DASMA-108 DASMA-115 Year 2002 2005 hops://www.11oridabtdlding.org/pr/pr_app dU.aspx.param=wGEVXCmnDquflIJRMIxf6u7ojn10heH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 1/6 10/27/2016 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # Model, Number or Name 9174.1 5120 / 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: 9174.2 1 5120 / 6100 / 9100 #0229 Method 1 Option D 04/06/201S 04/28/2015 05/04/2015 06/23/2015 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 1 5120 / 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 FL9174 R11 II 0228 3189S8 P7.odf FL9174 Rll It Track Supplement Chart PLO.odf FL9174 R11 II WDJambSuoolementPl6 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf 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 FL9174 R11 It 0229 318959 PB.odf FL9174 R11 It Track Suoolement Chart P10.odf FL9174 RIL H WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 6S3.odf FL9174 Ril AE Eval Rent 9100 rl s.odf FL9174 1111 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf 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 FL9174 R11 110230 318960 P 10. odf FL9174 RI1 II Track Suoolement Chart P10.odf FL9174 R11 II WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 6S3.odf FL9174 R11 AE Eval Reot 9100 ri s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.ndf Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21'. Solid only - no glazing available. Installation Instructions FL9174 RI1 [[ 0231 318996 PS.odf FL9174 R11 II Track Suoolement Chart P10.odf FL9174 R11 II WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R I I AE ASTM A 653.odf FL9174 Ril AE Eval Reot 9100 rl s.odf e7 9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174. 5 15120 / 6100 / 9100 #0234 I9' Max width. 8'-9" Max height. 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 Installation Instructions FL9174 R11 II 0234 319022 PS.odf FL9174 RI I 11 Track Suoolement Chart PLO.odf FL2174 Rll If WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 hftpsJAwww. flaridabLdiding.org/pr/pr_app dU.aspx?param=wGEVXOwtDgLiAlJRNVxf6u7ojn10heH%2bRKJkizESWxAzegKUY8GeGQ%3d%3d 2/6 10/27/2016 Florida Building Code Online Design Pressure: +43.20/-49.60 Created by Independent Third Party: Yes Other: Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0235 319023 P6.odf Approved for use outside HVHZ: Yes FL9174 R11 li 319040 P1 Post.odf Impact Resistant: Yes FL9174 R11 If Track Supplement Chart P10.odf Design Pressure: +39.20/-43.70 FL9174 R11 11 WDJambSuoolementP16 s.odf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 6S3.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21'. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 I1 0232 318999 PS.odf Approved for use outside HVHZ: Yes FL9174 RI1 If Track Supplement Chart P10.odf Impact Resistant: No FL9174 R11 It WDJambSuoolementP16 s.odf Design Pressure: +12.40/-13.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 6S3.odf door. FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.8 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rl1 11 0233 319000 PS.odf Approved for use outside HVHZ: Yes FL9174 R11 11 Track Suoolement Chart P10.odf Impact Resistant: No FL9174 R11 11 WDJambSuoolementP16 s.odf Design Pressure: +18.50/-20.70 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 6S3.odf door. FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 I1 0236 319024 P6.odf Approved for use outside HVHZ: Yes FL9174 R11 lI 319040 Pi Post.odf Impact Resistant: Yes FL9174 R11 11 Track Supplement Chart P10.odf Design Pressure: +30.00/-33.50 FL9174 R11 II WDJambSuoolementP16 s.odf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 If 0237 31902S P6.odf Approved for use outside HVHZ: Yes FL9174 R11 It 319040 P1 Post.odf Impact Resistant: Yes FL9174 Rif II Track Supplement Chart PI0,odf Design Pressure: +39.20/-43.70 FL9174 R11 II WDJambSuoolementP16 s.odf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 6S3.odf FL9174 RI1 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes tyNxJ/www.floridabLiiding.org/pr/pr_app dtl.aspx'7param=wGEVXQwtDquOIJRfWxf6u7oinlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 316 10/27/2016 Florida Building Code Online 19174.11 15120/5140/6100/9100/9400/9600 I9' Max width. 10' Max height. Max section height 24". Glazing 0600 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +26.90/-30.80 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R11 it 0600 319026 P4.odf FL9174 R11 II Track Suoolement Chart PIO.odf E 9174 R11 li WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf Fi 9174 R11 AE Eval Reot 9100 rl s.odf FL9174 1111 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.12 15120/5140/6100/9100/9400/9600 I9' Max width. 10' Max height. Max section height 24" Glazing 0601 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: +41.00/-46.30 Other: Installation Instructions FLg174 R11 II 0601 319027 P4.odf FL9174 R11 If Track Suoolement Chart P10.odf FL9174 R11 II WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 6S3.odf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 19174.13 15120/5140/6100/9100/9400/9600 116' Max width. 10' Max height. Max section height 24". Glazing 0602 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R11 II 0602 319028 PS.odf FL9174 R11 II Track Suoolement Chart P10.odf FL9174 R11 It WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FJ 9174 R11 AE ASTM A 6S3.odf FL9174 R11 AE Eval Reot 9100 rl s.odf Ft 9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 19174.14 15120/S140/6100/9100/9400/9600 116' Max width. 10' Max height. Max section height 24". Glazing 0603 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.00/-25.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R11 lI 0603 319029 PS.odf FL2174 RI lI Track Supplement Chart P10.odf FL2174 R11 II WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL 9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 19174.15 15120/S140/6100/9100/9400/9600 116' Max width. 8' Max height. Max section height 24" Glazing 0604 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 FL9174 R11 if 0604 319030 PS.odf FL9174 1111 II 319040 P1 Post.odf FL 9174 R11 11 Track Suoolement Chart P10.odf FL9174 RI1 11 WD3ambSuoolementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 6S3.odf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24". Glazing 0605 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 1111 11 0605 319031 P4.odf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.odf Impact Resistant: No FL9174 R11 II WDJambSuoolementP16 s.odf hapsJArvww.floridabuilding.org/pr/pr_app dU.aspx?param=wGEVXCmADqufllJRfWxf6u7oini0heH%2bRKJkizESVVxAzegKuY8GeGQ%3d%3d 4/6 10/27/2016 Florida Building Code Online 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. Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s odf Created by Independent Third Party: Yes 19174.17 15120/5140/6100/9100/9400/9600 118' Max width. 8' Max height. Max section height 24" Glazing 0606 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL2174 R11 It 0606 319032 P6.odf FL9174 RI1 11 319040 PI Post.odf FL9174 RI1 It Track Supplement Chart PIO.odf FL9174 R11 If WDJambSuoolementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.18 15120/5140/6100/9100/9400/9600 118' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. 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: 9174.19 1S140/6100/9400/9600 #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: +25.90/-28.80 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R11 If 0609 319035 P5.odf FL9174 R11 It 319040 P1 Post.odf FL9174 RI I If Track Supplement Chart P10.odf FL9174 R11 11 WDJambSuoolementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE S1737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 6S3.odf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf 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 FL9174 R11 It 060R 319034 P4.odf FL9174 R11 II Track Supplement Chart P10.odf FL9174 R11 It WDJambSuoolementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE S1737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf 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 FL9174 R11 It 0607 319033 PS.odf FL9174 R11 If Track Sun lement Chart PIO.Ddf FL9174 R11 11 WDJambSuoolementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 6S3.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. copyright 2007.2013 State of Florida..: Privacy Statement :: Accessibility Statement :: Refund statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850 487.139S. •Pursuant to section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are pudic record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 4SS, F.S., please dick hSrg. Product Approval Accepts: httpsJ/www.floridabuild rig.org/pr/pr_app ol.aspx?param=wGEVXQwt0qufllJRfWxt6u7oinlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 516 10/27/2016 Florida Building Code Ordine R Credit Card Safe titkmJ/www.flondatwilding.org/pr/pr_app dtl.aspx.Wam=wGEVXOMDquFl1JRfWxf6u7ojnlOheH%2bRKJkizESWxAzegKuYBGeGQ%3d%3d 6/6 A Division of Overhead Door Corporation Jamb Connection Supplement This document provides a series of connection schedules and basic detailing concepts for the connection of garage door jambs to building frames with the use of various fasteners. DASMA Technical Data Sheet TDS-161 may be used as an alternate to this document. P/N 324620 Rev. P16 SCHEDULEI 5/16" DIAMETER LAG SCREWS MAXIMUM SPACING OF LAG SCREWS PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB LB/FT "oTE 9 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 22 240 24 24 20 260 24 22 19 280 24 20 17 300 24 19 16 320 22 18 15 340 21 16 14 360 20 16 13 380 19 15 13 400 18 14 12 420 17 13 11 440 16 13 11 460 15 12 10 480 15 12 10 500 14 11 10 520 14 11 9 540 13 10 9 560 13 10 8 580 12 9 8 600 12 9 8 620 11 9 8 640 11 9 7 660 11 8 7 680 10 8 7 700 10 8 7 720 10 8 6 740 9 7 6 760 9 7 6 780 9 1 7 6 800 9 1 7 1 6 No. 51737 0 STATE OF 0`;•.!LOR%'D-' 2 ZlSSIONi ; fVx 1. BASED ON 5/16' DIAMETER LAG SCREWS WITH 1-1/2' O.D. WASHERS WITH A 1-9/32' THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 2. PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6' FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16f1 LOAD PER JAMB - 30psf x 16fU2 - 2401bt(( 4. CHART IS BASED ON 6'-6' MINIMUM AND 24'-W MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. MINIMUM EDGE DISTANCE SHALL BE 1/2', MINIMUM FASTENER SPACING SHALL BE 1-1/2', AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING. 8. LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD B18.2.1. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:56:33 -06'00' Approved John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS MAXIMUM NAIL SPACING PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB LB/FT "o 100 24 24 19 120 24 20 16 140 21 17 14 160 18 15 12 180 16 13 10 200 15 12 9 220 13 11 8 240 12 10 8 260 11 9 7 280 10 8 7 300 10 8 6 320 9 7 6 340 8 7 n/a 360 8 6 n/a 380 7 6 n/a 400 7 6 n/a 420 7 n/a n/a 440 6 n/a n/a 460 6 n/a n/a 480 6 n/a n/a 500 6 n/a n/a 520 n/a n/a n/a 540 n/a n/a n/a 560 n/a n/a n/a 580 n/a n/a n/a 600 n/a n/a n/a 620 n/a n/a n/a 640 n/a n/a n/a 660 n/a n/a n/a 680 n/a n/a n/a 700 n/a n/a n/a 720 n/a n/a n/a 740 n/a n/a n/a 760 n/a n/a n/a 780 n/a n/a n/a 800 n/a n/a n/a E" scgr"Y//iv0,ENaF•. No. 51737 0 STATE Of ;•` ONi114i 1. BASED ON 16d COMMON WIRE NAILS (0.162-x3-1/2-) OR 16d THREADED HARDENED -STEEL NAILS (0.148'4-1/2") WITH A MINIMUM PENETRATION OF 2' INTO SIDE GRAIN OF MAIN MEMBER. 2. NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6' FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16W2 = 240lb/ft 4. CHART IS BASED ON 6'-6' MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2z4 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:56:58 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE3 3/8"0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB (IN) LOAD PER JAMB LB/ NOII 2000 PSI CONCRETE 2500 PSI CONCRETE 3000 PSI CONCRETE 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 24 340 24 24 24 360 23 24 24 380 22 24 24 400 20 24 24 420 19 24 24 440 19 23 24 460 18 22 24 480 17 21 24 500 16 20 24 520 16 20 24 540 15 19 23 560 14 18 22 580 14 18 21 600 13 17 20 620 13 16 20 640 13 16 19 660 12 15 19 680 12 15 18 700 11 14 17 720 11 14 17 740 11 14 16 760 11 13 16 780 10 13 16 800 10 13 15 E• 8Cq No. 0737 STATE OF 0 i.t `••/-LOR%Q ' p 1. BASED ON 3/8'0 A307 HEADED OR HOOKED (1.69- MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2" O.D. WASHER WITH A MINIMUM EMBEDMENT DEPTH OF WAND A MINIMUM EDGE DISTANCE OF 3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. Digitally signed by John E. Scates, P.E. Aooroved Date: 2015.02.20 09:57:27 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Fl. PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE4 3/8"0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/FT 11E' 2500 PSI CONCRETE"oTE I 4000 PSI CONCRETENOTE i 2000 PSI GROUT FILLED CMU"ore 2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 16 280 24 24 16 300 24 24 16 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 8 400 24 24 8 420 24 24 8 440 24 24 8 460 24 24 8 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 23 24 8 580 22 24 8 600 21 23 8 620 21 22 8 640 20 22 8 660 19 21 8 680 19 20 8 700 18 20 8 720 18 19 8 740 17 19 N/A 760 17 18 N/A 780 16 18 N/A 800 16 17 N/A 0`` 11 f. 9,c4r z No. 51737 • 0 STATE OF ss ONA; " 1. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4'. 2. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4' O.O. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4', A MINIMUM EDGE DISTANCE OF 4-. AND A MINIMUM ENO DISTANCE OF 4-. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 1611 LOAD PER JAMB = 30ps1 x 1611/2 = 240lb/ft 5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Aooroved Date: 2015.02.20 09:58:01 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Fl. PE 51737 TX PE 56308/F2203 Revision P16 A-TI 1L 1U441 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB NOTE. 2500 PSI CONCRETE NOTE' 4000 PSI CONCRETENOTE i 2000 PSI GROUT FILLED CMUNoTE 2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 16 400 24 24 16 420 24 24 16 440 24 24 16 460 24 24 16 480 24 24 8 Soo 24 24 8 520 24 24 8 540 24 24 8 560 24 24 8 580 24 24 8 600 23 23 8 620 22 22 8 640 22 22 8 660 21 21 8 680 20 20 8 700 20 20 8 720 19 19 8 740 19 19 8 760 18 18 8 780 18 1 18 1 8 800 17 1 17 1 8 ok00 i • • No. 0737 O STATE OF 1SSONA; 11110 1. BASED ON 3/8'0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4' O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2' AND A MINIMUM EDGE DISTANCE OF 3-. 2. BASED ON 3/8'0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4' O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2- AND A MINIMUM EDGE DISTANCE OF 4-. ONLY ONE ANCHOR PER MASONRY UNIT CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHORS PER JAMB. ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6' FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 - 240lb/ft 5. CHART IS BASED ON 6'-6' MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:58:27 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Fl. PE 51737 TX PE 56308/1`2203 Revision P16 vis C® pitm 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 850) 474-9890 p?.ENaR•;c No. 51737 O STATE OF 044- v41 0` FS !clORM d . j, ONi; 0-;ZNZ I' Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:53-06'00' ANN E. SCARES. PE 3121 FURCATE DR CARROLLTON. tx 7500 FL PE 51737 ix PE 56306/F2203 PROFESSIONAL ENI?NEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF MMOLOAD CONSTRUCTION DETAILS SEE DETAILS 1, 2, AND 3 REOUIRED FOR VERTICAL POST REINFORCING 1 — SYSTEMS. 6' MAX. MAXIMUM SPACING 6' MAX. MINIMUM 21 /3 F HEADER LOCK SOUTHERN PINE BRACKET LUMBER. 2-3/+• SIMPSON A RTEN HD SCREW AN(FIOR WITH 1 1/4' WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4• AND A MINIMUM EDGE DISTANCE OF 2-3/4• DETAIL I MINIMUM 2500 PSI CONCRETE NOTE. MAXIMUM DESIGN LOAD CAPACITY OF 2085 LBS MINIMUM 21 /3 itHEADER LOCK SOUTHERN PINE BRACKET LUMBER 4' 3/e' SIMPSON TITEN HD SCREW ANCHOR WITH A 1-1/4• WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4• AND A MINIMUM EDGE DISTANCE OF 4•. DETAIL 2 MINIMUM 2D00 PSI GROUT FILLED CMu NOTE. MAXIMUM DESIGN LOAD CAPA07Y OF 2400 LBS MINIMUM 2.6 /3 fL HEADER LOCK SOUTHERN PINE IBRACKET LUMBER.— / V(+) 3/8• DIA. LAG SCREWS WITH 1-1/+' OD WASHERS. LAG SCREWS SHALL HAVE A MINIMUM PENETRATION OF 1-9/32' INTO THE MAIN SUPPORT MEMBER. DETAIL 3 MAXIMUM DESIGN LOAD DATE CAPACITY OF 2430 LBS. „e,,,,•, 11, „ SHEET 1 OF 2 REVISIONS NAME JAMB CONNECTION SUPPLEMENT ORAWANG PART NO. REV324620IP16 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 c NaATZ //v No. M737 ow •0 STATE OF : ' 5, Ss/ONA `` rrrii Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:59:26 -06'00' JOIN E. SCARES. PE 3121 FAIRDATE OR CARROLLTON. Ix 75007 FL PE 51757 Ix PE 5630e/F2200 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF muDLOAD CONSTRUCTION DETAILS MIN 2500 PSI CONCRETE UM MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN 2 3//4- OF SUPPORIINC STRUCTURE SHALL MIN EDGE 0 BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE a 4 3/e• sMPsoN 11TEN RD. 2-3/4• MIN EMBED. MIN e• BETWEEN JAMB BRACKET LOCATION JAMB BRACKET 1/4-20x9/1e• TRACK BOLT AND 1/4-20 HEX NU TRACK MIN 2 4 SPF (G-0.42) OR BETTER WALL STUD a=- MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE 5/16• LAC SCREW WITH 1-9/32• EMBED IN CENTER OF STUD (t 1/4•) FOR EACHJAMBBRACKETLOCATION JAMB BRACKET 1/4-20x9/16• TRACK BOLT AND 1/4-20 HEX NU SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT REVISIONS DRAWING PART NO REV. 324620 IP16 The Genuine. The Original. 0 April 28. 2015 Subject: ASTM A653-00 To Whom It May Concern: Overhead Ooor Corporation 2501 S. State Hwy 121, Suite 200 Lmnsvillo, TX 7SO67 Phone 469 S49 7100 fax 4695497281 vww overheaddooccom This letter is to state that ASTM A 653-00 as tested in FL 9174 meets or exceeds the requirements of ASTM A 653-06. Please feel free to contact me if you need any additional information. Sincerely, Dwayne J. Kornish P.E. FL PE 77945 01 No. 7790 STAIM OF AtNAL 111170 o/S 1, . ..NOrtOtl • TODCOOverheadDOOr.COrpOratlOn'ASubsidiarya(SonwaHolding,Caporatbn. ..... John E. Scates, Professional Engineer June 10, 2011 Wayne -Dalton, a Division of Overhead Door Corporation 3395 Addison Or Pensacola, FL 32514 Re: Evaluation Report for Residential Model 5140/9100/9600 family FL 09174-117 To Whom It May Concern: 3121 Fairgate Dr. Carrollton TX 75007 972) 492-9500 At the request of Wayne -Dalton, a Division of Overhead Door Corporation, I have reviewed the drawings and tests listed below. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005 test procedures. The pressures listed on the drawings are a direct result of these tests. I have concluded that the construction shown on these drawings comply with the structural requirements of the 2007 Florida Building Code. I certify that I meet the requirements of "independence" as detailed in Florida Statute 9N-3.005. Code References 2007 Florida Building Code Section 1609 Wind Loads Section 1609.1.2 ANSI/DASMA 115 - Windborne Debris testing Section 1714.5.3.1 ANSI/DASMA 108 - Static windload testing Test Procedures Testing was conducted in accordance with ANSI/DASMA 108-2002 and 108-2005. ANSI/DASMA 108-2002 is forward compatible with ANSI/DASMA 108-2005. All tests included holding the door at design pressure for a minimum of 10 seconds, and achieving a 150% overload test" or "proof") pressure for 10 seconds. In addition, some of the doors were also tested for windborne debris according to ANSI/DASMA 115-2005. Not all windborne testing included glazing with the door panels. These are itemized in Tables 1 and 2. FL 09174-117 Test Reports ETC-06-976-17575.1, static per 108-02, dated 5/30/2006 ETC-06-976-18185.0, static per 108-02, dated 10/27/2006 ETC-06-976-19011.0, impact per 115-05, dated 4/25/2007 CTLA 1911W static 108-02 and impact 115-05, dated 10/21/2008 CTLA 1911W-3 static 108-02 and impact 115-05, dated 2/10/2009 CTLA 2020W static 108-05 and impact 115-05, dated 3/9/2010 CTLA 2020W-1 static 108-05, dated 3/9/2010 OHD/TREQ ETR 06182-2 static 108-05, dated 5/26/2011 ETC = ETC Laboratories, 297 Buell Rod, Rochester, NY Testing was conducted by ETC at Wayne -Dalton Test Facility in Pensacola, Florida. CTLA = Certified Testing Laboratories, Architectural Division, 7252 Narcoossee Rd., Orlando, FL Testing was conducted by CTLA at Wayne -Dalton Test Facility in Pensacola, Florida. OHD/TREQ = Overhead Door's TREQ facility in Dallas, TX. This facility had a current accreditation per ANSI/IEC/ISO 17025 at the time of testing, listed with International Accreditation Service, Certificate No. TL-368. Installation Instructions The drawings provide installation instructions peculiar to windload reinforcement. In addition, Drawing 307494, Rev P10, provides supplemental track assembly details. Jamb attachment: Methods of securing the door to the mounting surface is detailed in the Jamb Connection Supplement, P/N 324620, Rev P9. This Evaluation Report does not address design of the wall/jambs themselves. These drawings only illustrate common means to attach the door to the jambs. Walls and Jambs should be designed (by others) to withstand the loads imposed by door onto the building. Additional information is available in DASMA Technical Data Sheet TDS-161 at www.dasma.com. wM Drawings TABLE 1. FL 09174-117 Drawing Option Width Height psf Impact Glazing Glazing Static Impact Door Avail Impact Test Test Avail 318958 0228 9 8.75 26.9/-30.8 Yes Yes Yes 17575 19011 Rev P7 318959 0229 16 8.75 15.3/-17.0 No Yes No 17575 Rev P8 318960 0230 16 8.75 25.9/-28.8 Yes Yes Yes 17575 & 19011 Rev P10 1911W3 & ETR6182-2 318996 0231 16 8.75 30.0/-33.5 Yes No No 1911W 1911W Rev P5 318999 0232 18 8.75- 12.4/-13.8 No Yes No 17575 Rev P5 319000 0233 18 8.75 18.5/-20.7 No Yes No 17575 Rev P5 319022 0234 9 8.75 43.2/-49.6 Yes Yes Yes 17575, 19011 & Rev P5 18185 & 1911W3 1911W3 319023 0235 16 8 39.2/-43.7 Yes Yes Yes 17575 & 19011 Rev P6 18185 319024 0236 18 8 30.0/-33.5 Yes Yes Yes 17575 & 19011 Rev P6 18185 379025 0237 18 8 39.2/-43.7 Yes Yes Yes 7575, 19011 & Rev P6 18185 & 1911W3 1911W3 wtk FL 09174-117 TABLE 2. Drawing Option Width Height psf Impact Glazing Glazing Static Impact Door Avail Impact Test Test Avail 319026 0600 9 10 26.9/-30.8 No Yes No 17575 Rev P4 319027 0601 9 10 41.0/-46.3 Yes Yes Yes 17575 & 2020W Rev P4 2020W 319028 0602 16 10 15.3/-17.0 No Yes No 17575 Rev P5 319029 0603 16 10 23.0/-25.0 No Yes No 17575 Rev PS 319030 0604 16 8 39.2/-43.7 Yes Yes Yes 17575 & 19011 & Rev P5 2020W 2020W 319031 0605 18 10 15.3/-17.0 No Yes No 17575 Rev P4 319032 0606 18 8 30.0/-33.5 No Yes No 17575 & Rev P6 2020W-1 319033 0607 16 8.75 25.9/-28.8 No Yes No 17575 Rev P5 319034 0608 18 8.75 18.5/-20.7 No Yes No 17575 Rev P4 379035 0609 18 8 39.2/-43.7 Yes No No 17575 19011 Rev P5 p$ F.kiv 4 (6(tb / lt1 - - FL 09174-117 Model Descriptions Model 5120/9100 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.1" for sections with a maximum height of 21" and a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a stamped or flush facer design. Model 5140/9400 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a X" deep recessed facer panel that may use optional decorative trim. Model 9600 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior galvanized and painted 32 gage skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a stamped or flush facer design. Model 6100 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a flush facer design with %" MDF decorative overlay. 5 '1060 i1 FL 09174-I17 Additional Limitations The drawings cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details, but relies upon the illustrations and text of these drawings and instructions as well. Selected products within this Evaluation have been tested for Windborne Debris according to ANSI/DASMA 115. Tables 1 and 2 indicate the Windborne Debris doors by a "Yes" in the Impact Door" column. Doors with available impact glazing are also indicated in these Tables. These products are not intended for the Florida High Velocity Hurricane Zone (HVHZ). Sincerely, Jo n E. Scates, P.E. Y Florida PE # 51737 « 6 John E. Scates, Professional Engineer February 3, 2015 Wayne -Dalton, a Division of Overhead Door Corporation 3395 Addison Dr Pensacola, FL 32514 3121 Fairgate Dr. Carrollton TX 75007 fax (972) 492-0077 1 office (972) 492-9500 Re: Statement of Affirmation to FBC 51h Edition (2014) FL09174-R9 To Whom It May Concern: To the best of my knowledge, the products listed in FL 09174-119 conform to the requirements of the 5`h Edition (2014) of the Florida Building Code. I, John E. Scates, P.E., certify that I meet the requirements of "independence" as it relates to Wayne -Dalton (A Division of 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. Digitally signed by John E. Scates, P.E. Date: 2015.02.03 13:32:17-06'00' John E. Scates, P.E. Florida PE q 51737 Ap No. 51737 % doo do STA?E OP 0.% •••!20R%O. 1111 mm 1. SHORT PANEL NON -IMPACT RESISTANT GLAZING OPTION - 090' MINIMUM SSB GLAZING IN MOLDED FRAMES SCREWED TOGETHER MTN A MINIMUM OF (6) Pbl' SCREWS INSTALLED IN 13 GA HOW ANGLE• TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING, GLAZING SMALL HAVE A MAXIMUM HEIGHT 13 GA MG ANIOIE• OF 13.75' AND A MAXIMUM LENGTH OF 16.75. GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WINO -BORNE DEBRIS REGIONS 16 CA MIN NORIZ. TRACK 2. LONG PANEL NON -IMPACT RESISTANT GLAZING OPTION - 5/16 1-3 OW MINIMUM SSB GLAZING IN MOLDED FRAMES GILED WITH LAG SCREWS A 1 SEAO OF BOSTIN 1100 OR EQUIVALENT UNDER THE MIN 3 AS OUTER FRAME AND SCREWED TOGETHER WITH A MINIMUM OF SHOWN) 10) 00' SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS 16 CA MIN VERT- UNIFORM STATIC DESIGN PRESSURES SHOWN ON MS DRAWING TRACK GLAZING SMALL HAVE A MAXIMUM HEIGHT OF 13.75' AND A MAXIMUM LENGTH OF 39'. GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WINO -BORNE 5/16.1-5/6' LAC DEBRIS REGIONS GLAZED SECTION REQUIRES 18 CA J-STRUT SCREW AT EACH SCREWED TO LOWER INTEGRAL RIB OF SECTION AND OPERATOR JAMB BRACKET STILE TO BE FACTORY INSTALLED. INSTALLER SMALL FIELD INSTALL Kt) 1/4-1+.7/8' SELF DRILLING CRIMPTTE SCREW TO 1/4-20x9/16' TRACK - ATTACK ME J-STRIJT TO THE INTEGRAL RIB AND OPERATOR BOLT AND 1/+-20 HEX STILE AT THE CENTERUNE OF THE DOOR PER OETAP F ON NUT AT EACH JB JAMB SKEET 2. BRACKET LOCATION 3. IMPACT RESISTANT GLAZING OPTION - IMPACT RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE SECTION (W17 H OR WITHOUT DECORATIVE INSERTS} GLAZING SMALL BE 1/4' MAKRKOLON-AR POLYCARBOHATE OR EQUAL GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 15.21' AND A MAXIMUM LENGTH OF 50.08'. GLAZING IS IMPACT RESISTANT AND DOES MEET THE REQUIREMENTS FOR WINO -BORNE DEBRIS REGIONS. SEE DETAIL E ON SHEET 2 FOR ASSEMBLY DETAILS. GLAZED SECTION REWIRES REINFORCEMENT BRACKETS 15 W STIFFENEDATTACHEDTOU-BAR ON UPPER INTEGRAL RIB (SEE DETAIL 6 IAMB BRACKETS SHEET 2). 18 GA J-S7RUT SCREWED TO LOWER INTEGRAL RIB SEE SCHELOULE FOROFSECTIONANDOPERATORSTILETOBEFACTORYINSTALLED. OUANTY, LOCATION, INSTALLER SHALL FIELD INSTALL (1) 1/4-1H.7/6' SELF AND TYPE DRILLING CRIMPTITE SCREW TO ATTACH THE J-STRUT TO THE INTEGRAL RIB AND OPERATOR STU AT THE CENTERLINE OF THE DOOR PER DETAIL F ON SHEET 2. KEY LOCK OR SLOE LOCI s. VINYL OR WOOD DOOR STOP MARLED A MAXIMUM OF 6' O.C. BOTH ENDS (NOT MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM REOUIRED MLTH OPERATOR 7/16' 70 MEET NEGATIVE PRESSURES. SEE NOTE 3). SLOE LOCK SHOWN FOR 5. KEY LACK, SLIDE LOCKS, OR OPERATOR REQUIRED. CLARITY 6. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN PLACE MOTE' • (+ SECTION SOLID POLYURETHANE FOAM INSULATION CHEMICALLY BONDED TO 30 DOOR SH0 INN. SEE SHEET CA MINIMUM FACER STEEL AND A POLYLAMINATE BACKER. 2 FOR U-BAR LOCATIONS ENO CAP TO HAVE A MINIMUM 1.1' DEPTH. ON DOORS WITH OTHER SECTION QUANTITIES AND 7. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SEE NOTES 1, 2, AND 3 SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL Of ON TH65 SHEET FOR RECORD FOR THE BURRING OR STRUCTURE AND IN GLAZING OPTIONS. ACCORDANCE WITH CURRENT BURRING CODES FOR THE LOADS LISTED ON THOS ORAWING, 6, DOOR JAMB TO BE MINIMUM 24 STRUCTURAL GRADE LUMBER REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. 9. LOUVER OPTION - .OHO' MINIMUM LOUVERS IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM Of (6) /Bx1' SCREWS INSTALLED IN THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND 00 NOT MEET THE REQUIREMENTS FOR WNO-BORNE OEBRIS REGIONS. LOUVERED SECTION REQUIRES OPERATOR STILE TO BE FACTORY INSTALLED AT THE CENTERLINE OF THE DOOR. JOHN E. SCATES PE 3121 FAIROAIE OR. CARMLTON. IT 75007 FL PE $1737 TT PE 36JHXH/F2Z03 PRORSS'ANAL ENOACM3 SEAL PROMOED ONLY FOR VERY X1TON OF WIHWLOAD CONSTPUCIKN OETAKS. SEE U-BAR N07E ON SHEET 2 FOR U-BAR INSTALLATION GA END CAP 4 Pa CHANGES TO GENERAL CWOR FORMAT AND CHANGEDU-BAR FASTENER TYPE AT ENO CAPS AND BOTTOM RETAINER. CHANGED CENTER MINCE GAUGE AND ADDED LOUVER OPTION CHANGED STRUT ENT,ElATT0N NETH00 FROM COLORED PAINT TO 1B GA OPERATOR STILE FACT ADHERED TO CENTER OF TOP I 1Q., (5) CENTER HQNCES PER JOINT REWIRED ON DOOR WIDTHS GREATER THAN 12'-0-. (3) CENTER HINGES PER JOINT REWIRED ON DOOR WIDTHS LESS THAN OR EQUAL To t2'-o•. JAMB BRACKET SNEDULE DOOR NO OFSECTIONSNO. OF JAMBBRACKETS EACH JAMB) TRACK TYPEOF LWAIIUN LXNILKUN BRACKETS MEASURED FROM BOTTOM TRACK (ALL DIMENSIONS t 2') 7'-0' A 6 a JB . 13 CI). 25-1 JS . 34 JB . 45-1 A D . 63 JB 7'-0' 6 FAT JB . 10 JB . 21-3 • JB . 29-3 • JB , 42 JB . 63-t JB B'-0' 5 6 01 JB . 13 a . 23' JB . 3' JB . 67-14' (01), 56' JB Gr (01). 75' JB 8'- 0. 5 8 FAT(.11)). 10(J13). 21-3 a JB . 29-3 a JB , 48 JB . 57-1a JB . 66 (is), 75-1(Jay 6-0 IWI LIFT OOF PITCH SEE NOTE BELOW WIL C(), FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16' TRACK BOLT AND NUT. a) FOLLOWINO DIMENSION DENOTES OLRCK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED tt00 ATTACH TO TRACK. ALL DOORS WITH HIGH LIFT. ROOF PITCH. AND/OR GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DOOR DOOR UNIFORM LOAD EACH JAMB (PL,F) WIDTH HEIGHT 16'-0' ALL 207.2 -230.A tH'-0' ALL 161.3 -201.6 12'-0' ALL 155.4-172.8 IW-0• ALL 129.5 -1HH.0 wapeK6 Calton 3395 AD04SON DRIVE PENSACOLA. FLORIDA 32514 TIC PRESSURE RATINGS I APPROVED SIZES SCALE: N.TS. NSF): +25. 90/-28.80 IMAX WIDTH: 16'-0' 1: +38. 85/-43.20 MAX HEIGHT: 8'-9" JORAWN 1 3 YCLIC RATED ( YES/NO): YES IMAX SECTION HEIGHT, 21' CHECKED H ADDED IFIEO NUMBER OF ENERS AND CENTER ES REQUIRED FOR ROWER DOOR WIDTHS. 5/10/ 06 ODEO IMPACT STANCE TO DOOR. 0 MODEL 6100. FLED NOTE 8 TO E THAT LOUVERS NOT IMPACT STANT. 6/ 6/ 07 ACXET SCHEDULE FOR T OPTION ADDED LNR ACK DETAIL SHEET 2. 4/17/ 08 ADDED IMPACT JSTANT GLAZING. IEO TEXAS LICENSE JBER TO TITLE BLOCK. WCEO LOUVER NOTE. REASEO MAX HEIGHT 6'-9'. ADDED HIGH AND ROOF PIFCH CK NOTE 7/22/ 08 UPDATED TITLE BLOCK 8/26/ 10 ADDED LONG PANEL GIRT A MODELS 5120/ 6100/9100 SHEET 1 of 2 ORAWING PART NO. REV. WINDLOAD SPECIFICATION OPTION CODE 0230 318960 P10 13 CA ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAL RIB 13 CA ADJUSTABLE FIXTURE ATTACHED TO WITH THE (8) PRE-PUNCMEO TOP FIXTURE PRE -PUNCHED HOLIES HOLIES EACH ENO FACING UPWARD IN BOWITHTTOM Of U-BAR / AND ATTACH THRU END CAP A//TB8CRIMPT12TE1/SCREWS /8. EACH ORO-LG CkIMP11TE 1SCREWS FOR STANDARD TRACK AND (3) 1/4-14.7/8- SELF DRILLING O COYPTITE SCREWS FOR LOW HEADROOM TRACK (2 OF WHICH o. ARE USED TO ATTACHED THE TOP DETAIL A BRACKET AS SHOWN). LOW HEADROOM TRACK DETAIL A 13 CA ROLLER SLIDE ATTACHED TO PRE -PUNCHED HOLES IN TOP OF U-BAR PLACE U-BAR OVER INTEGRAL RIB WITH WITH (2) 1/4-14.5/e' CRIMPTITE SCREWS. THE (8) PRE -PUNCHED HOLES EACH ENO USE MEWmNG HOLE IN SLIDE 70 ENSURE FACING UPWARD AND ATTACH THOU ENO PROPER ALIGNMENT OF ROLLERS CAP AT EACH ENO WITH (2) 1/4-14.7/6' SELF DRILLING CRIMPTITE SCREWS 15 GA HINGE ATTACHED EXCEPTION. U-BAR PLACED OVER TOP WITH (4) 1/4-14.5/8' RIB ON THE BOTTOM SECTION SHALL ONLY CRIMPTTE SCREWS (2 OF • BE ATTACHED THRU ENO CAP AT EACH WHICH ARE FACTORY ENO WITH (1) 1/4-14.7/8' SELF DRILLING ATTACHED) CRIMPTITE SCREW LOCATED ON THE BOTTOM FLANGE OF THE U-BAR NOTE: DUE TO CLEARANCES REWIRED TO 2' NYLON STORMGARD INSTALL SCREWS AT THE ENDS OF THE ROLLER WITH o U-BARS, ALL U-BARS SMALL BE 4-1/2' STEM INSTALLED ON SECTIONS PRIOR To DETAIL B INSTALLING ROLLER SLIDES AND TOP FIXTURE ON THE U-BARS. SEE ATTACHMENT NOTES ON THIS SWEET. 18 GA HINGE ATTACHED PLACE U-BAR OVER TACHvWITH (6) 1/4-20.5/6- F CRIMPTITE SCREWS (2 OF WITTH%() /4-20RIB .O5/A/ggT'' UCRIMPTIlESCREWSTHRU WHICH ARE FACTORY PRE-PUMCMEO HOLES AT ATTACHED, 3 OF WHICH EACH INTERMEDIATE HINGE ARE FIELD INSTALLED INTO LOCATION (1 THRU FLANGE TOP LEAF. AND 1 OF U-BAR AND BOTTOM TWHICHISFIELDINSTALLED HINGE LEAF AND 1 THRU THOU PRE-PIANCNEp HOLE WEB OF U-BAR AND IN U-BAR DETAIL C INTEGRAL RIB OF SECTION) 12 GA 80TTOM BRACKET FACTORY ATTACHED WITH '0 J) t/4-t4.5/8 / CE U-BAR OVER INTEGRAL RIB WITH NOT DOWN TO CLEAR BOTTOMORIYPTITESCREWS CKET AND ATTACH THOU ENO CAP EACH END WITH (1) 1/4-14.7/8- iCHFDRIWNG CRIYPTTE SCREW AS FOR IMPACT RESISTANCE. WN AND USE (1) 1/4-14.7/8" SELF BOTTOM BRACKET MUST BE WNG CRIMPTITE SCREW ACROSS THE SCREWED TO THE 80TTOM .• BOTTOM OF THE BOTTOM U-BAR AT U-BAR WITH EACH PRE -PUNCHED HOLE AT EVERY 2) 1/1-14.7/6' SELF DETAIL HNOE LOCATION. USE (1) 1/4-20.5/6' OORILUNC CRIMPTITE SCREWS. CRIMPTTE SCREW AT ALL OTHER SEE IMPACT BOTTOM BRACKET PRE -PUNCHED HOLE LOCATIONS. DETAIL THIS SHEET. 8.3/4' MIN STAINLESS SCREWS VAIN STAINLESS BACKED RUBBER WASHERS 3-1/2. O.C. MAX 7i. 1/e' BEAD GEULTRAASSG400000AC STRUCTURAL SEALANT OR I USED ONLY ON IMPACT GLAZED SECTION - 11 CA REINFORCEMENT , BRACKET ATTACHED WITH ( 4) 1/4-107/e• 1 SELF ORILLJNO CRIMPTITE SCREWS (2 THROUGH BOTH BRACKET AND U-BAR) ' DETAIL G 1 1/4-1417/8' SELF DRILLING CRIMPTITE SCREW AT CENTER LINE OF DOOR THRU J- STRUT & OPERATOR BRACKET NONE, J-smut N2 SCREW ONLY REQUIRED ON LONG PANEL AND IMPACT GLAZED SECTIONS SEE NOTE 2 SHEET I ATTACH BOTTOM BRACKET TO BOTTOM U-BAR WITH (2) o 1/ 4-14.7/8' SELF DRILLING CRIMPTITE SCREWS IMPACT BOTTOM BRACKET 5) SECTION DOORS WITH ( 6) 3', 15 GA, ISO KS U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN -_ 4) SECTION DOORS WITH ( 5) 3% 18 CA, 60 KSI U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN ___ REVISIONS CHANGES TO GENERAL RMAT AND CHANGED BAR FASTENER TYPE ENO CAPS AND TTOM RETAINER ANGED CENTER HINGE UGE AND ADDED JVER OPTION. ANGED STRUT NTIFICATION NETHOO DM COLORED PAINT TO AMPEO NUMBER, T 3/8/06 TRUCTURE AND LARIFIED NUMBER OF ASTENERS AND CENTER NGES REOUIREO FOR ARROWER DOOR WIDTHS. IRS 5/10/06 5 ADDEO IMPACT ESISTANCE TO DOOR. DDEO MODEL 6100. DOMED NOTE 8 TO TATE THAT LOUVERS RE NOT IMPACT ESISTANT. RT 6/6/07 BRACKET SCHEDULE FOR PAT OPTION. ADDEO LHR TRACK DETAIL SHEET 2. GRT 4/17/08 Pe ADDEO IMPACT RESISTANT GLAZING. ADDED TEXAS UCENSE KUUBER TO TITLE BLOCK. CHANGEO LOUVER NOTE NCREASEO MAX HEIGHT TO 8'-9'. ADDEO HIGH LIFT AND ROOF PITCH TRACK NOTE. GIRT 7/22/03 P9 UPDATED TITLE BLOCK CRT 8/26/10 DETAIL F U- BAR ATTACHMENT NOTES PIO ADDEO LONG PANEL GLAZING OPTION 1. ALL U-BARS SMALL BE PLACED OVER INTEGRAL RIBS AND CRT 3/t5/11 ATTACHED THRU PRE -PUNCHED HOLES WITH (2) 1/4-1415/6- CRMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION, (2) 1/ 4-140/8' SELF DRILLING CRIMPTITE SCREWS AT EACH ENO CAP ( EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE DETAIL B AND D THIS SHEET), (2) 1 4-14.S/8' CRIMPTITE SCREWS APPROXIMATELY MIDWAY BE ENO OF DOOR AND INTERMEDIATE HINGE LOCATION, AND (1) 1/4-144/8' CRIMPTITE SCREW APPROXIMATELY 8' FROM EACH ENO. FOR DOOR WIDTHS GREATER THAN 12'-0•. THERE SHALL BE A TOTAL OF (20) SCREWS ATTACHING EACH U-6AR EXCEPT BOTH U- BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (18) SCREWS EACK FOR DOOR WIDTHS LESS THAN OR EQUAL TO 12'- 0', THERE SHALL BE A TOTAL OF (16) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON 8OrF0M SECTION SHALL HAVE A TOTAL OF (14) SCREWS EACH. NON- STRUCTURAL DECORATIVE LITER WINDOW TRW Z. WITH THE EXCEPTION OF THE (6) PRE -PUNCHED HOLES IN THE TOP OF EACH ENO USED FOR ATTACHMENT OF THE ROLLER 4' POLYCARBONATE ALOES AND THE (6) PRE -PUNCHED HOLES IN THE BOTTOM OF EACH ENO USED FOR THE ATTACHMENT OF THE TOP FIXTURE j, AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION DRAWING. ALL PRE -PUNCHED HOLES IN ALL U-BARS SHALL BE U ATTACHED TO THE DOOR WITH 1/4-144/8' CRIMPTITE SCREWS. EQHLIVALLNr x x I 3. 16 CA U-BARS SMALL BE STAMPED '46- APPROXIMATELY 8' t H FROM EACH ENO. I I IISTATICPRESSURE RATINGS APPROVED SIZES SE FACER STEEL7_, DESIGN (PSF): a25.90/-28.80 MAX WIDTH: 16'-0' J ayne® TEST (PSF)• +38.85/-43 20 MAX HEIGHT• 8•-9" OF IMPACT/ CYCLIC RATED (YES/NO) YES MAX SECTION HEIGHT: 21- CF OWN E SCALES PE OACARROITON. Tx ?Soo? NON- STRUCTURAL3121FA1ROAFE DECORATIVEINNERMODELS5120/6100/9100 WINDOW TRIM DOOR COR FL PC 31737 Tx PC 36J06/1,2203 04VMON OF OVERHEAD PRMSSKNAL ENCIREER'3 SEAL PROVIDED ONLY FOR VERFWCATION OF RINOLOAO CONSTRUCRW OETAILS DETAIL E PENSA9COLA. no FLORIDA51, WINDLOAD SPECIFICATION OPTION CODE 0230 650 474-9890 I 1 3/8/06 1 GRT EDI 4/6/06 1 MRS SHEET 2 OF 2 DRAWING PART NO. I REV 318960 IP1D 0 0 PLICE PLATE LOCATION SEE SCHEDULE 14" MAX 12" MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. JCHN E SCATEA PE 3121 FURCATE DR. CARRCLLTOTI, TA 75DD7 FL PE 51737 TX PE 54306/F2203 PROFESSIONAL EMO EER'S SEAL PROMDCD ONLY FOR VERIFICATION OF VAMXOAD CONSIRUCTION DETAILS. CLIP DETAIL CLIP LOCATIONS SEE SCHEDULE TRACK 13 GA MIN CONTINU01 WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/4" X 7/16 SEMI TUBULAR 11 GA MIN CLIP SEE SCHEDULE 0.28"(- 2 13 GA MIN CONTINUOUS WALL ANGLE TRACK 3) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP BOLTING DETAIL TRACK o o 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE e , 1) 1 /4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART DOAXOR WIDTH MAX PSF 9'-0" 46.0 PSF —52.0 PSF 16'-0" 46.0 PSF/-52.0 PSF 18'-0" 46.0 PSF —52.0 PSF wagnc® Balton 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART PEN - 9 32514 850) A47FLRIDA 4 90 REVISIONS P 21NCH TRACK -CUPS -TEXAS WALL ANGLE 12 FOOT UPDATED Bpi 6/11/03 P3 UPDATED FORMAT. NCREASED ALLOWABLE PRESSURES TO 46 00/-52.00 PSF FOR ALL DOOR WIDTHS CHANCED TEXAS WALL ANGLE' TO *CONTINUOUS WALL ANGLE' ADDED SUBSTRATE MOUNTING DETAIL, CHANGED TO THEN HD ANCHORS CRT 4/2/07 P4 CHANCED FORMAT. ADDED MODELS 9800 AND 8024 WITH OVERLAY TO TRACK CLIP SCHEDULE. CRT a/21/07 P5 UPDATED MODELS LISTED IN CHARTS UPDATED SPLICE h CUP SCHEDULES DLP 9/06/07 PIS UPDATE MOUNTING DETAIL DRAWINGS. CRT 10/05/07 P7 UPDATED CHARTS TO ELIMINATE THE USE OF THE 0 8 CUP (REPLACED W17H N9 ACROSS THE UPDATED STEEL NTINC DETAIL 1 04/11/08 EXPANDED 1-1/2- TO V8- DOOR THICKNESS kRI UP 10 14' HICH. 2/11/08 UPDATED TITLE iCK 6/2/10 DATE SHEET 1 OF 2 DRAWING PART NO. REV. 307494 P10 2 3/4" ±1" EDGE DIST E60XX MIN. 1 /8 22424 MIN 3/16" THICK STEEL FOR MOUNTI 5/16" x 1-5/8". WALL ANGLE-------' LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO.2 TRACK CLI SPF (G=0.42) OR BETTER AT EACH 1/4-20x9/16" HOLE OR PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HEX NUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL WITH MIN. (1) 1/4-2Ox7/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDIN( CONCRETE MOUNTING DETAIL OHN E. SCATES, PE 3121 FURCATE DR. CARRMLrON, TX 75007 FL PE 51737 TX PE I*"/F2203 PROFESSIONAL ENCOCER'S SEAL PRONMD ONLY FOR VERNICATION Of WNOLOAD CONSTRUCTION DETALS 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4- 2Ox9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP aIP AND SPLICE LA MODELS 8024 8124 WITH DECATRIM OVERLAY 2-1 2 THICK DOOR HEIGHLATECLIP #'S FROM BOTTOM TO TOP SPLICE 0' 7,9,9,9,9,11 16 8'-0' 7, 9, 9, 9, 9. 11, 11 16 9'-0' 7, 9, 9, 9, 9. 11, 11, 11 18 10'-0" 7, 9, 9, 9. 9. 11, 11. 11, 13 18 11'-0" 7, 9, 9, 9. 9, 11. 11. 11, 13, 13 20 12'-0' 7, 9, 9, 9, 9. 11. 11. 11, 13. 13. 13 20 13'- 0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 14'- 0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22:] MODELS 5200 8000 8024 8100 8124 8500 2 THICK DOORHEIGH CLIP #'S FROM BOTTOM TO TOP SLATE 7'-0' 5, 6. 6, 7, 7, 9 12 8'-0' 5. 6, 6. 7. 7. 9, 9 12 9'-O' 5, 6, 6, 7, 7, 9, 9, 9 14 10'-0" 5, 6, 6, 7, 7, 9, 9. 9. 11 14 11'-0" 5, 6, 6, 7. 7, 9. 9, 9, 11, 11 16 12'-0" 5, 6, 6, 7. 7. 9. 9, 9. 11. 11. 11 16 13'- 0" 5. 6, 6, 7. 7, 9, 9. 9. 11. 11, 11, 13 18 14'-0" 5, 6. 6, 7, 7, 9, 9, 9, 11. 11. 11, 13. 13 18 MODELS 6100 8300 8700 (1-3/8" TO 1-5 8 THICK DOOR HEIGH7'-0' CLIP #'S FROM BOTTOM TO TOP SPL EE 4, 4. 4, 4, 5. 6 8 8'-0' 4, 4, 4, 4, 5. 6, 6 8 9'-0' 4, 4, 4, 4, 5. 6, 6, 7 8 10--0' 4, 4, 4. 4, 5, 6. 6, 7, 7 8 11 ' - 0' 4. 4, 4. 4. 5, 6, 6, 7, 7. 9 10 12' - 0 " 4. 4, 4, 4, 5, 6, 6, 7, 7. 9. 9 10 13'-0" 4. 4. 4. 4, 5. 6, 6, 7. 7, 9, 9. 9 12 14--O-j 4, 4, 41 4, 5, 6, 6, 7, 7, 9, 9, 9, 9 112 MODELS 9100 9400 9600 9700 9800 1 THICK DOOR HEIGH7'-0' CLIP #'S FROM BOTTOM TO TOP SPLICELIEE 4, 4, 4, 4, 4. 4 6 8'-0' 4, 4. 4, 4, 4, 4, 4 6 9'-0' 4, 4, 4, 4, 4, 4, 4, 4 6 10'-0" 4. 4, 4. 4, 4, 4, 4, 4. 4 6 REVISIONS INCH 2ACK-CUPS-TEXAS ALL ANGLE 12 FOOT PDA7ED J 6/11/03 UPDATED FORMAT. CREASED ALLOWABLE RESSURES TO 46.00/-52.00 PSF FOR LL DOOR VAD7HS. HANGED •TEXAS WALL NGLE' 70 'CONTINUOUS ALL ANGLE'. ADDED UBSTRATE MOUNTING ETAIL, CHANCED TO TEN HD ANCHORS RT a/2/07 TRACK CUP HEDULE. T 8/21/07 UPDATED MODELS TED IN CHARTS. DATED SPLICE k CUP HEDULES P 9/06/07 UPDATE MOUNTING TAIL DRAVANGS. T fo/05/07 UPDATED CHARTS TO MINAIE THE USE OF E #8 CUP (REPLACED M 09 ACROSS THE ARD). P 10/24/07 UPDATED STEEL XlNTING DETAIL B 04/11/08 EXPANDED 1-1/2' 70 3/8• DOOR THICKNESS ART UP 10 14' RICH. T 12/11/08 D ADDED MODEL 0700. DATED TITLE BLOCK 7 6/2/10 ware® DATE I NAME os On DRAWN 8/21/07 1 GRT CHECKED 8/21/07 1 MRB SHEET 2 OF 2 3395 ADDISON DRIVE PEN 850)A474-989032514 DRAWING PART NO. 307494 REV P10TRACKSUPPLEMENTCHART Florida Building Code Online Page 1 of 2 IIE' Regulation fla flarida Depaftentecls Home I Loy In i user Registration I Mot Tapia } Submt Surcharge I cuts a Facts I Publications l FaC Starr I aCIIS Site Map I Links I searol i Busines am Product Approval nalProfessiUSER: PuakUser Regulation Product Aooroval Menu > Product or AoolkaUan Search > Aooketion List > Application Detail FL # FL19715 Application Type New Code Version 2014 Application Status Applied For Comments Archlved Product Manufacturer Address/ Phone/Emall 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 Product Approval Method Date Submitted Date Validated Silverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext4644 Jonberrlan® slbp.com Jon Berrlan Jonberrian® slbp.com Windows Single Hung Certification Mark or Listing Window and Door Manufacturers Association Window and Door Manufacturers Association Standard AAMA/ WDMA/CSA LO1/I.S.2/A440 AAMA/ WDMA/CSA 101/I.S.2/A440 Method 1 Option A 02/ 16/2016 Year 2011 2008 I FL # I Model, Number or Name I Description I http:// www.floridabuilding.org/pr/pr_app_dtl.aspx?parani=wGEVXQwtDgtvA%2bx zkl... 2/19/2016 Florida Building Code Online Page 2 of 2 1971S.1 I Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Certifieatfon Agency Certificate Approved for use in HVH2: No FL1971S RO C CAC 2-4-16 CCL--lst.odf Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/16/2016 Design Pressure: N/A Installation Instructions Other., See Installation Instructions, SWD002, and Product FL19715 RO Il SWD002 SS 2016-02-03.odf Evaluation Report, PER3947, for design pressures and Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Installation requirements. Created by Independent Third Party: Yes Evaluation Reports FL19715 RO AE PER3947 SS 2016-02-12.od Created by Independent Third Party: Yes Back Noxt Contact us :: 1940 North Monroe Street. Tallahassee Fl. 32399 Phone: SSll-487-1824 The State of Florida Is an AA/EEO employer. [nnvrteht 2007-2013 State or Florida.:: Privacy Statement :: Amaslblllty Statement :: Refund Statement Under Florida law, ema8 addresses are public records. If you do not want your e-mail address released In response to a publlo-records request, do not send aleNonk mail to this entity. Instead, contact the *.,floe by phone or by traditional mall. If you have any questions, please contact 890.487.139S. -Pursuant to Section 4SS.27S(1), Florida Stetutes, enaalve October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the O*rArtment with an erro8 address If they have one. The emalls provided may be used for official communication with the licensee. However small addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you arc a Ikenseo under Chapter 4SS, F.S., please did., JIM. Product Approval Accepts: am ® ® E Cr rF E .1'1 hq://www.floridabuilding.org/pr/pr app_dtl.aspx?param--wGEVXQwtDgtvA%2bxmzkl... 2/19/2016 INSTALLATION NOTES: 1. ONE (L) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF tl/2 INCH THE DEPICTED LOCATION 6 SPACING IN THE ANCHOR LAYOUT DETAILS I.E, Wm10UT CONSIDERATION OF TOLIRANCGS). TOU:RANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(SL MAXIMUM ALLOWABLE SHIM STACK TO BE 3/6 INCH. SHIM WHERE SPACE OF 2116INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 46 WOOD SCREWS OR Ll GAUGE ROOFING NAILS OR IOd COMMON NAILS 00SUFFIH3ENT LENGTH TO ACHIEVE -2-0 IN 04 MINIMUM EMBEDMENT INTO WOOD SUBSTRATE INSTALLATION SHALL MAINTAIN MIN. 3/B' EDGE DISTANCE. S. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 41 SEIFTAPPING 5CI1 OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 IlllEASENETRANBEYONDMETALWALLINSTALLATIONSHALLMAINTAIN MIN. 3/B' EDGE DISTANCE. 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE RIO WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/2 INCH MINIMUM EM EOMENT HMO WOOD SUILSTRATE. t THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH LX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCREWMASONAY, USE 3/16INCI DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/4 NCH MINIMUM EMBEDMENT, INSTALLATION SHALL MAINTAIN MIN.13/4- EDGE DISTANCE. 9. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE RIO SELFTAPPING SCREWS Of SUFFICIENT LENGTH TO ACHIEVE A MINIMUM N A ON BEYOND METAL WALL 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FORK BRICK VENEER, AND SIDING. 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK L3. 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 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 QSS. B. CONCRETE 'MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. G GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM CAO WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 20M PSL D. HOLLOW BLOCK CAW . UNIT STRENGTH CONFORMS TO ASTM C40 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. L STEEL -MINIMUM YIELD STRENGTH OF 33 KSL MINIMUM WALL THICKNESS OF 474 MIL (04476' or 15 GAUGE). MIN. IA* EDGE DISTANCE. F. ALUMINUM. MINIMUM ALLOY 6063•TS. MINIMUM WALL THICKNESS OF 1/16% MIN. In' EDGE DISTANCE SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES: L THE PRODUCT SHOWN HEREIN 60ESIGNED AND MANUFACTURED TO COMPLY WITH THE STH EDITION 2014) FLORIDA BUILDING CODE (FISM EXCLUDING IHVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WOMA/GSA 301/IS.2/A4404X6/11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING AS A MAIN WINO FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED ASSPECIFIED HERON. 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 CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A UCENSEO ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVHQ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MUAN-0ADE RER OR AM. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6, WINDOW FRAME MATERIAL PVC 7. IN ACCORDANCE WITH THE STH EDITION FBC, WOOD COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN CHAPTER 23. B. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SKEET 6 FOR GLADNG DETAILS, TABLE OF CONTENTS SHEET REVISION SHEET DESCRrPTWN I WSTAILITION 6 GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL 6 HORIZONTAL SECTIONS (NALL FIN) 5 VERTICAL 6 HORIZONTAL SECTIONS OMOWN FRAAAM 6 HORIZONTAL SECTIONS, BUCK I345TALLATION, 6 6LAZ NG DETAIL MAX OVERALL SIZE OESI NI PRESSURE MISSILE L%PACT RATINGWIDTHHEIGHT 36• 64• O/X 35 / -35 PSF NON IMPACT 36• 66' O/X 50/•50PSF NON IMPACT 36' 74' O/X 50 / .50 PSF NON IMPACT 3/• 7T O/X 35 / .35 PSF NON IJAPACT 44" 62' O/X 50 / .50 PSF NON IMPACT 4/' 72' O/X 35 / -35 PSF NON IMPACT 4W 64- O/X 20 / •20 PSF NON EMPACT Sr 7T O/X 25/-25 PSF NON TAAPACT 36' 63.75• O/X (ORIEL.) 35 / -35 PSF NON EMPACT 46' 96' O/X (ORIEL) ZO / -20 PSF NON IMPACT 72' 62- O/X-O/X 35 / -35 PSF NON IIAPACT 72' e4• 0/XO/X 35 / .35 PSF NON IMPACT 76• 6P O/X-O/X 50 / -SO PSF NON IMPACT 76' 7T Cl/X-0/X 50 / -5D PSF NON I WACT 76' 7T O/X-O/X 25 / -25 PSF NON IMPACT 60' 74' O/X-O/X 35 / •35 PSF NON rMPACT 96' 74' O/X-O/X 30 / -30 PSF NON WPACT Imo' 6T O/X-0/X-0O/X 50 / -50, PSF NON r WACT 10/' O/X-O/X-O/X 50 .50 PSF NON EMPACT 10B' 4'' 72' O/XO/X-0/X 25 / -25 PSF NON IMPACT Digitally signed by Hermes F Nore% P.E. Reason: I am approving this document FL#: FL19715 Date: 2016.02.03 09:40:44.05'OO' Silverline byAnderAn rAse/•oeeeF wKTNImwsAnc waaT rle 031 a7S100e G Z FOa F M WG O * Zf3 4A,, N Z Y G ZC$ ! OW641 SWD002 5HEE1-: 1 OF 6 E MAX. H 41W WIDTH 488by, wt0tr14e r e E g E 4 4 4 9 neeva. esaas 0qf bA'BIL94Oei'E ersm Nu+ Namam¢NTaalo: Re OSTl43&3000 F pc O % z N Q N xx O L) y W g N 0 tD= MAX. FRAME MAX FRAME w j v HEIGHT 9V HEIGHT W w w i m N QUALIFIEDCONFIGURATIONSw 'az ARCH TOP CONFIGURATIONS FOR ALL 2901t901 UJ H m W jl X. RATINGS. SINGLE UNIT CONFIGURATIONS W 6 F A 0 A 0 4 y 4 y T mELEVATION ELEVATION Z SINGLEHUNGWINDOWSINGLEHUNGOIUIlWINDOWO z to MAX FRAME MAX FRAME WIDTH 96' WIDTH toe, W w 4 S R E G QUALIFIED CONFIGURATIONS 4 s AR04 TOP CONFIGURATIONS FOR ALL 2902-4902 RATINGS, TWIN UNIT CONFIGURATIONS F p O S 7 7 . 0. Co. S \ Z ii R 4 C O 0 C .......... 1 V, MAX FRAME = HEIGHT 74• _ ' • MAX FRAME *X* 9 uz ELEVATION 4@ ELEVATION owe n TWIN SINGLE HUNG WINDOW TRIPLE SINGLE HUNG WINDOW 51 D002 SHEET: 2 OF 6 Y MAX FROM - CORNERS 11' MAX. O.L. I1' MAX O.C. 2' MAXFROM 41/2• MAX CORNERS 1 O.C. 41/2• O.C. MAX. FROM CORNERS T—NO161/'.NrWATSATN30PV 2'MAX. SkA1LFE A1204MOMAIYO4 FROM ATNEAbjAmk.NOA4 CORNERS ANCHOR LAYOUT NAIL RN -SINGLE HUNG WINDOW 6• MAX.} 2, MAX CORNERS I I O.C. 6' MAX FROM CORNERS w O.C. I L 6• MAX FROM CORNERS ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINDOW 16 L 1 AX.J L 41/2' MAX O.C. ANCHOR LAYOUT NAIL FIN -TWIN ANGLE HUNG WINDOW 1• MAX 6, MAXFROM O.C. I I` 6'M. Od 41/2' MAX O.C. ANCHOR LAYOUT NAIL FIN -TWIN ANGLE HUNG WINDOW 1• MAX 6, MAXFROM O.C. I I` 6'M. Od Elmo inimmil, I' MAX 6. MAX. FROM O.C. CORNERS ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW 6' MAX. FROM + - 12 3/4' MAX. CORNERS r O.C. 6' MA . FROM CORNERS im 161/2• MAX O.C. LT ANCHOR STRAP 6' NIAX ROM JP/N 50-2995-2 CORNERS SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW 12' M O.G SitverUne 61Andemm noe V.eeees ONE mYERDE o"VE MTN wawTCL W MN mm LM R d O ^ x az Otrf B Zvi w toen I:!z c d a4OD ANCHOR STRAP hP14,0 v1 ZPP/N 50-2995-2 o c SEE SHEET 5 FOR DETAILS DWG *p ANCHOR LAYOUT SWD002 THROUGH FRAME- TRIPLE SINGLE HUNG WINDOW SHEET: 3 of 6 CONCRETE/ MASONRY 1 1/2' MIN. BY OTHERS EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS a , ZX WOOD BUCK BY OTHERS SEE SHEET 6 FOR EDGE MINCONNECTIONDETAILSE06EGIST. 8 WOOD SCREW INSTALLATION ANCHOR ... ' • ' ' EXTERIOR FINISH BY OTHERS 1/4" MAX PERIMETER / \ SHISHIM SPACE SEALANT / 1o• L BY OTHERS 1 UNIT \ HEIGHT EXTERIOR INTERIOR SEE GLAZING DETAIL, SHEET 6 VERTICAL SECTION 4 HEAD -2xWOOD BUCK NAIL FUN SEE GLAZING DETAIL, SHEET 6 EXTERIOR INTERIOR O.A. UNIT HEIGHT PERIMETER SEALANT 1 BY OTHERS 1/4' MAX EXTERIOR FINISH SHIM SPACE BY OTHERS 8 WOOD SCREW • • ....... • INSTALLATION ANCHOR 3/8" MIN. EDGE GIST. ZX WOOD BUCK BY OTHERS SEE SHEET 6 FO 4• '•' CONNECTION DETAILS a CAULK BETWEEN a~ CONCRETE/ MASONRY CONCRETE/ MASONRY A 2X E BY OTHERS WOOD BUCK BY OTHERS MBE` EMBEDMENT qVERTICAL SECTION 4 sIU. - Ix wood sUCx NAIL FIN 1/4" MAX MIN. 3/8' EDGE DISTANCE SHIM SPACE e. SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS MIN. 3 THREADS SEE 6LAZ]NG PENETRATION BEYOND DETAIL SHEET 6 METAL STRUCTURE INTERIOR # 8 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER SEALANT BY OTHERS O.A. UNIT WIDTH HORIZONTAL SECTION 4 JAMB - METAL STUD NAIL FIN SilverUne gAndemn eere•eeeea oasaYtxn+eoac woen awwwra,woaot 0'31 iS4» vm g a. Z p m yG riWm Owm EmnJZ W co go W 0 Ln Z 0 H W W NY 4'1 T' •" j: lU D O } V h Z OW& JY: SWD002 SHEET 4 OF 6 10 WOOD SCREW 3/4' MININSTALLATIONANCHOR EDGE DISTANCE 2X WOOD BVCK/STUD BY OTHERSCONCRETE/ MASONRY BY OTHERS •' •' ' ' ' EE SHEET 6 FOR e CONNECTION DETAILS 1/4' MAX SHIM SPACE MIN. 3 THREADS CAULK BETWEEN '. e• : SASH REIWORCING PENETRATION BEYOND CONCRETE/MASONRY e` SEE SHEET 6 FOR REQUIREMENTS METAL STRUCTURE BY OTHERS SEE GLAZING M1N.1/2"EDGE DISTANCE 11/2' MIN. DETAIL SHEET 6 EXTERIOR FINISH EMBEDMENT BY OTHERS INTERIOR W 6R 5 SELF-TAPPIN6 SCREW 1/4' MAX PERIMETER SEALANT _ SHIM SPACE LNLSTALLATION ANCHOR BY OTHERS / METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, O.A. EXTERIOR 1 / INTERIOR SEE SHEET I INSTALLATION UNIT NOTE 14 HE16HTPERIMETERf SEALANT SEE GLAZING DETAIL, SHEET EXTERIOR BY OTHERS O.A. UNIT WIDTH F HORIZONTAL SECTION VERTICAL SECTION 5 JAMB -MErALTUBE/STUDORAPPROVED MUWON S HEAD - 2X WOOD BUCK THROUGH FRAME THROUGH FRAME 5) # 14 PANCAKE HEAD FROM STRAP TO SEE GLAZING FRAME, HOLES PROVIDED FRAME, DETAIL, SHEET6 4.00004.0()00 TO ACCOMODATE #14 DIA. EXTERIOR INTERIOR 2.O00ot2.0000 ANCHOR STRAP, AT TWIN & TRIPLE C0NFI6. ONLY. SEE 0.0620 PLAN VIEW -ANCHOR STRIP U(RT P/N 50-2995-2)' DETAIL AT 1 4.0020 HEIGHT 1 RIGHT FOR INSTALL REQ. 0.5000 ) 1/4" MAX 2.3750 PERIMETER SEALANTBY OTHERS I SHIM SPACE EXTERIOR FIMSH 11/4° MIN. BY OTHERS a . • e EMBEDMENT PRECAST SILL BY OTHERS 3/16' ITW TAPCON a ` 4 e •. v:.: INSTALLATION ANCHOR e e 13/ 4' MIN! EDGE DISTANCE 1p 95 VERTICALSECTION SILL-CONCRETE/ MASONRY THROUGH FRAME D(Z)— i 6.0000INSTALLATION ANCHORS, FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50-2995-2) OPENING. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANC14ORD46 REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY. USE (4) 3/16' ITW TAPCONS PER STRAP, MIN. 1-1/4- EMBEDMENT, MLy 1-3/4- EDGE DISTANCE. S. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF-DRMLV46 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. 1-112' EMBEDMENT, JAM V EDGE DISTANCE. SilverUne byAndersen oraav¢ aLoiar NorM. nnas vnoc w 0aa0 rw (rsJ.asmo 8 A 3 ILI Fy•, d Y m < H W V a iiif m GL m j W mp F' u, Ulm a10 e Ty C c V) Z O1- 4 Z 1-4 w N o N Z:E a[f `cF' ea 3J = y2oe5of6 SilverUne NOTE: bIATIdeTSen ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE. • u o a s• w o• s OrE mvECi.C+E omeINTERIOR TM somsrvcaw a neoRJ.amao 5/8' O.A. I.G. GLASS y ^ Zm O m ZZpp ~FO i p Z p NEXTERIORINTERIOR EXTERIOR / \ INTERIOR o LL W Z N'a lD W LL co SMALL' FRAME 'LARGE' FRAME ; a GLASS S C F<Z+ < . BITE 1/2• m GREINFORCINGEXTERIORREINFORCING \ O / --C w N, o QSEEBELOWFORREIJF. SEE BELOW FOR RETNF. 1/8• SETTING BLOCK I x W Q a < L REQUIREMENTS REQUIREMENTS. ` i VERTICAL SECTION HORIZONTAL SECTION 6 MEETING STILE 6 INTERMEDIATE FRAME MULLION GLAZING DETAIL 1 c I- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 46 X 72. (O/X). DESIGN PRESSURE •/- 35 P5F 36 X 84, (O/X), DESIGN PRESSURE •/- 35 PSF 38 X 74, (O/X), DESIGN PRESSURE •/- 50 PSF 38 X 77. (O/X), DESIGN PRESSURE •/• 35 PSF 72 X 64, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 76 X 72, (O/X-O/X), DESIGN PRESSURE 50 PSF 108 X 62, (O/X-O/X-O/X), DESIGN PRESSURE •/-50 PSF 108 X 72, (O/X-O/X-O/X), DESIGN PRESSURE +/-50 PSF 3 G' - STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE +/- 35 PSF n - STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWD46 SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE +/- 35 PSF V) Z ONOTE: 0 L LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1' M1TN. CENTER TO CENTER H w SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED IS NOT EXCEEDED. U J n 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK n 1/4" ITW TAPCON ANCHOR 4" FROM CORNERS Z16" MAX O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT I DEPTH TO FULLY SUPPORT WINDOW FRAME. U,3LJ O BY OTHERS 4Q ,.. 11/4• MIR p : EMBEDMENT +. 11/2' MIN. EWE = DISTANCE 2' MIN. EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS 61 m IBUCKINSTALLATIONDETAILo$ f c i V1 OF M WINDOW 8 DOOR MANUFACTURERS ASSOCIATION IOWDMAConformance Hallmark® Certificate of AMS, INC. and License CCL lit AdmmrstrabveManngemrnt System., inn. Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amsceft.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-023.09 2800/2803-2804 3 Panel Horizontal Slider 101/I.S.2/A440-11 Class R-PG30; Size Tested 2286mm 1219mm E7251.01-109.47 5/21/2015 5/26/2025 2286mm x 1219mm (90 x 48)' Type-HS; DP +30/-30 psf; Water Test Press 220Pa 4.59psQ 440-H-025.36 290D/.4900170 Series 101/I.S.21A440-08 Class,R-PG35; Size tested 914mm 2127mm 89241.01-109-47 7/17/2012 3l8/2017 9142127mm (36x84in}H 440-H-025.38 2900/4900 70 Series ASTM E-1996-05 ! Wind Zone 3, Missile level D, 914mm 1930mm NCTL-110-15665-2 6/7/2013 12/19/2016 ASTM E-1886-05 Cycle Pressure = +/-50 psf 440-H-025.39 2900/4900 70 Series 1011I.S.21A440-08 Class R-PG50; Size tested 1219mm 1676mm NCTL-110-15664-1 5122/2013 4/3/2017 1219x1676 mm (48x66 in)-H 440-H-025.40 2900/4900 70 Series 101/I.S.21A440-08 Class R-PG50; Size tested 914mm 1930mm NCTL-110-15665-1 5/24/2013 4/3/2017 9140930 mm (36x76 in)-H 440-H-025.41 2900/4900 Impact 70 Series ASTM E-1996-05 / Wind Zone 3, Missile Level D, 1219mm 1676mm NCTL-110-15664-2 6/7/2013 12/20/2016 ASTM E-1886-05 Cycle Pressure = +/-50psf 440-H-025.42 2901/4901 101/I.S.21A440-08 Class LC-PG25; Size tested 1118mm 1905mm C7074.01 7/1/2013 5/1/2017 1118x1905mm (44x75in)-Type H; Positive Design Pressure DP) = 1200Pa (25psQ; Negative Design Pressure DP)=1200Pa (25psf); Water Penetration Resistance Test Pressure = 180Pa (3.76psQ 440 H-025.43 2901/4901 101/I.S.2JA440-08 Class LC-PG50;•S¢e.tested 965mm 1676mm C7074.01' 7/1/2013 5/1/2017 965x1676mm- (38x66in'}Type H; Positive Design'Pressure D0)'='2400Pa.(50ps, ; Negi3ti4db gnPiessure DP) = 2400Pa (50psQ; Water' Penetration Resistance Test Pressure = 360Pa (7.52psQ WD-20 10114109 Friday, May 13, 2016 Page 7 WINDOW & DOOR MANUFACTURERS ASSOCIATION Hallmark® Certificate of AMs, W. IOWDMAConformance and License CCL ) Adminislrati Yldaougcment systems, Inc. Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-025.44 2901/4901 101/I.S.21A440-08 Class LC-PG50; Size tested 1118mm 1575mm C7074.01, 7/1/2013 5/1/2017 1118x1575mm• (44x62in')-, Type H; Positive Design Pressure (DP) = 2400Pa 50psQ; Negative Design Pressure (DP) = 2400Pa 50psQ; Water Penetration Resistance Test Pressure = 360Pa (7.52psQ 440-H-025.45 2901 101/I.S.21A440-08 Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-1 7/1/2013 5112017 1016x1829mmm (40x72in) - Type H; DP = 2400Pa (50psf); DP =-2400Pa (-50psf); Water Penetration Resistance Test Pressure 360Pa (7.50psf) 440-H-025.46 2901 10111.S.21A440-08 Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-1 7/12013 5112017 1016x1829mmm (40x72in) - Type H; DP = 2400Pa (50psf); DP =-2400Pa (-50psQ 440-H-025.47 29001mpact ASTM E-1996 12/ASTM Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178.2 7/12013 5/12017 E-1886-05 1016x1829mmm (40x72in) - Type H; DP = 2400Pa (50psf); DP =-2400Pa (-50psf) 440-H-025.49 2900/4900 101/1.S.21A440-08 Class R-PG35; Size tested 1219mm 1829mm C9979.01-109-47 9/242013 7/22/2017 1219x1829mm (48x72in}H; DP+30/-30; Water Pen. Rsist Test Pressure = 360Pa 7.52psQ 440-H-025.50 2901/4901 101/I.S.21A440-08 Class LC-PG50;, Size Tested, 965mm 1880mm D7075.01-109-47 1/142014 2124/2017 965mm x 1880mm • (38 x 74in•) Type-H; DP +50/-50 pst, Water Test Press 360Pa 7.52psQ 440-H-025.52 2901/4901 Impact TAS 201/202/203-94 DP & Cycle Pressure +501-50 52in 73in NCTL-110-16675-1 3/52014 2/20/2018 psi 440-H-025.53 2901/4901 Impact TAS 201/2021203-94 DP & Cycle Pressure +50/-50 38in 62in NCTL-110-16675-1 3/512014 2/202018 psf 440-H-025.55 2901/4901 Impact 101/I.S.2/A440-11 Class R-PG50; Size Tested 1321mm 1854mm NCTL-110-16675-3 Y&2014 12/12/2017 1321 x 1854mm (-52 x 73 in.) Type-H WD-20 10114109 Friday, May 13, 2016 Page 8 C WINDOW 8 DOOR rwuvUFACTURERSASSOCIATION Hallmark® Certificate of ._, AMs, INC. LL-'WDMAIConformanceandLicense (CCL) Aamioisuati, YMeoggemrn` sy= rngq Inc. Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440- H-025.57 2901/4901 Impact 101/I.S.2/A440-11 Class R-PG50; Size Tested 965mm 1575mm NCTL-110-16675-3 3/5J2014 12/12/2017 965 x 1575mm (-38 x 62 in.)' Type- H 440- H-025.59 2901/4901 Impact ASTM E-1996 12/ASTM DP +50/-50 psf, Missile D, 1321 mm 1854mm NCTL-110-16675-2 3/5/2014 2/20/2018 E- 1886-05 Wind Zone 4 440- H-025.60 2901/4901 Impact ASTM E-1996 12/ASTM DP +50/-50 psf, Missile D, 965mm 1575mm NCTL-110-16675-2 3/5/2014 2/20/2018 E- 1886-05 Wind Zone 4 440- H-025.61 2900-4900 Series/2901-0901 Single Hung Window 101/I.S.21A440-11 Class R-PG20-, Size Tested 1219mm 2134mm D9957.01-10947 10/9/2014 8/6/2018 1219mm x 2134mm (48 x 84) Type- H; DP +20/-20 psf; Water Test Press 150Pa (3.13psf) 440- H-025.62 2900.4900 Series/2901-4901 Single Hung Window 101/I.S.2/A440-11 Class R-PG25; Size Tested 1321mm 1829mm D9957.01-109-47 10/9/2014 8/6/2018 1321 mm x 1829mm (52 x 72) Type- H; DP +25/-25 psf; Water Test Press 180Pa (3.76psf) 440- H-025.63 2900-4900 Series2901-4901 Single Hung Window 101/I.S.2/A440-11 Class LC-PG30; Size Tested 1219mm 1956mm D9359.01-10947 1/28/2015 7/22024 1219mm x 1956mm (48 x 77) Type- H; DP +30/-30 psf; Water Test Press 260Pa (5.43psf) 440- H-025.64 2900-4900 Series2901-49W Single Hung Window 101/I.S.2/A440-11 Class LC-PG35; Size Tested 1219mm 1829mm D9964.01-109-47 1/292016 8/42024 1219mm x 1829mm (48 x 72)' Type- H; DP +35/-35 psf; Water Test Press 260Pa (5.43psf) 440- 11-025.65 2900-4900 Series2901-4901 Single Hung Window, 101/I.S.2JA440-11 Class LC-PG35; Size Tested 965mm 1956mm D9964.01-10947 1/29/2015 8/42024 965mm x 1956mm (38 x 77) ' Type- H; DP +35/-35 psf; Water Test Press 260Pa (5.43psf) 440- 1-1-025.66 2900-4900 Series2901/4901 Oriel Single Hung, 101/I.S.2JA440-11 Class R-PG20; Size Tested 1219mm 2438mm E5610.01 3/16/2015 4/132025, 1219mm x 2438mm (48 x 96) Type- H; DP +201-20 psf; Water Test Press 150Pa (3.13psf) 440- H-025.67 2900-4900 Series2901/4901 Single Hung 101/I.S.2/A440-11 Class R-PG50; Size Tested 965mm 1676mm E5611.01-109-47 3/16/2015 7/2/2024 965mm x 1676mm (38 x 66)' Type- H; DP +50/-50 psf; Water, Test Press 360Pa (7.52psf) 440- H-025.68 2900-4900 Series2901-4901 Single Hung 101/I.S.2/A440.11 Class LC-PG50; Size Tested 965mm 1880mm E5612.01-109.47 6/12015 9/82025 965mm x 1880mm '(38 x 74) Type- H; DP +50/-50 psi; Water Test Press 360Pa (7.52psf) WD- 20 10114109 Friday, May 13, 2016 Page 9 WINDOW R DOORML----J MANUFACTURERS ASSOCIATION Lt- __j',WDMA Hallmark® Certificate of % Conformance and License (CCL)lit Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.corn North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 AMS, INC. Admin' mSemeit S Inc. Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-025.69 29004900 Series/29014901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 965mm 1676mm E5611.01-109-17-r1 8/21/2015 2/25/2025 965mm x 1676mm (38 x 66)' Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psQ 440-H-025.70 29004900/29014901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 1118mm 1575mm E9219.01-10947 1/15/2016 218/2026 1118mm x 1575mm (44 x 62)' Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psQ 440-H-027.19 2907TW/4907TW 101/I.S.2/A440-08 Class R-PG15: Size tested 2032mm 2134mm C1050.01-10947 12/28/2012 8/9/2016 2032x2134mm (80x84 in}H 440-H-027.20 2907TW/4907TW 101/I.S.21A440-08 Class R-PG15: Size tested 2286mm 1880mm C4709.01-10947 1/31/2013 12/13/2016 2286x1880 mm(90x74 in}H 440-H-027.21 2900/4900 101/I.S.2/A440-08 Class R-PG35; Size tested 1829mm 2134mm C9952.01-109-47 9/24/2013' 7/24/2017 1829x2134mm' (72x84in')-H; DP+35/-35; Water Pen. Resist. Test Pressure = 260Pa 5.43psQ 440-H-027.22 2902/4902 101/I.S.2/A440-08 Class R-PG50; Size tested 1994mm 1524mm C7070.01-109-47 9/24/2013 7/22/2D17 1994x1524mm' (79x60in')-H; DP+50/-50; Water Pen. Rsist. Test Pressure = 360Pa 7.52psQ 440-H-027.23 2902/4902 Twin Single Hung Window 101/I.S.2/A440-11 Class R-PG35; Size Tested 2032mm 1880mm C0328.01-109-47 215/2014 9/19/2017 2032mm x 1880mm (80x74in) Type-H; DP +35/-35 psf; Water Test Press 260Pa (5.43psQ 440-H-027.24 2902/4902 Twin Single Hung Window 101/I.S.2/A440-11 Class R-PG50; Size Tested 1918mm 1575mm C0328.01-109.47 2/5/2014 9/19/2017 1918mm x 1575mm (76x62in) Type-H; DP +50/-50 psf; Water - Test Press 360Pa (7.52psQ 440-H-027.25 2902/4902 Twin Single Hung Window 101/I.S.2/A440-08 Class R-PG30: Size Tested 2426mm, 1880 mm C0375.01-109.47 3/5/2014 1/18/2017 2426 x 1880 mm (-96 x 74 in.) Type-H 440-H-027.26 2902/4902 Twin Single Hung Window 101/I.S.2/A440-11 Class R-PG35: Size Tested 1829 mm, 1575 mm D9358.01-109-47 1/27/2015 8/6/2024 1829 mm x 1575 mm (72 x 62) Type-H; DP +35/-35 psf; Water Test Press 260Pa' 5.43psQ WD-20 10114109 Friday, May 13, 2016 Page 10 WINDOW 8 DOOR MANUFACTURERS ASSOCIATION Hallmark® Certificate of IOWDMAConformance and License CCL lit } Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 AMS, INC. AdminisuetincMmggemrnt syu=!s Inc. Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-027.27 2900-4900129024902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG15; Size Tested 2426mm 1880mm E7252.01-109-47 5/12/2015 5127/2025 2426mm x 1880mm (96 x 74) Type-H; DP +151-15 psf; Water Test Press 180Pa (3.76psf) 440-H-027.28 29004900129024902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG25; Size Tested 2032mm 1880mm E7252.01-109-47 5/12/2015 5/27/2025 2032mm x 1880mm (80 x 74)' Type-H; DP +25/-25 psf; Water Test Press 180Pa (3.76psf) 440-H-027.29 2900-4900 Series/29024902 Twin Single Hung 101/I.S.21A440-11 Class R-PG25; Size •T.esred 1918mm 1956mm E7244.01-109-47' 8/6/2015 9/8r2025 1918inm x 1956in1n (76 x 77p , Type-H; DP,+,25P25 psf; Water Test Press 180Pa (3.76psQ. 440-H-027.30 2900-4900 Sedes/2902-4902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG15; Size Tested 2184mm 2134mm E9218.01-109-47 12/29/2015 3/27/2026 2184mm x 2134mm (86 x 84) Type-H; DP +15/-15 psh Water Test Press 360Pa (7.52psf) 440-H-027.31 2906 4900/29024902 Twin SH 101/I.S.2/A440-11' Class R-PG50; Size Tested 1918mm 1829mm E9220.01-10947 1/15/2016, 1/27/2026 1918mm x 1829mm (76 x 72)' Type-H; DP +50/-50 psf; Water Test Press 360Pa (7:52psf), 440-H-027.32 29004900/29024902 Twin SH (Finless) 101/I.S.2/A440-11 Class R-PG50: Size Tested 1918mm 1575mm F2423.01-109-47 1/15/2016 10/22/2025 1918mm x 1575mm (76 x 62)' Type-H; DP +50/-50 psh Water Test Press 360Pa (7.52psf) 440-H-027.33 2900-4900129024902 Twin SH (Finless) 101/I.S.2/A440-11 Class R-PG30; Size Tested 2426mm 1880mm F2252.01-109-47 2/19/2016 10/21/2025 2426mm x 1880mm (96 x 74) Type-H; DP +30/-30 psf; Water Test Press 220Pa (4.59psQ 440:H-028.14' 2903149031:70 Series. 101/I.S.2/A440-08 Class R-PG50;Siie-tested 2737mm 1575mm B643001 4/&2012 12/16/2016 2737xl575mm. (108x62in}H 440-H-028.15 2900/4900170 Series 101/I.S.2/A440-08 Class R-PG15; Size tested 2718mm 2134mm C4710.01-109-47 2/19/2013 1/17/2017 2718x2134mm (107x84in}H 440-H-028.16 2900/4900170 Series 101/I.S.2/A440-08 Class R-PG30; Size tested 2718mm 1575mm C4710.01-109-47 2/19/2013 1/17/2017 2718x1575mm'(107x62in'-H 440•H-028.18 2903/4903 Series 101/I.S.2/A440-11 Class R-PG35; Size Tested 2737mm 1880mm D5516.01-109-47 3/26/2014 3/22/2018 2737 x 1880mm (-108 x 74 in.) Type-H WD-20 10114109 Friday, May 13, 2016 Page 11 WINDOW 8 DOOR MANUFACTURERS ASSOCIATION Hallmark® Certificate of AMS, INC. IOWDMA Conformance and License CCL X A°'°`°``Y'"'°`m"" Systems, Inc. Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 4406H-028.19 29004900 Series/2903-4903 101/I.S.2/A440-11 Class R-PG50; Size Tested 2737mm 1829mm C0329.01-109-47 11/7/2014 2/21/2018 2737mm x 1829mm (108 x 72) Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psQ 440-H-028.20 2900/4900 Series 2903/4903 Triple Single Hung 1011I.S.2/A440-11 Class R-PG20; Size Tested 2743mm 2134mm E5617.01-109-07 4110/2015 4/14/2025 2743mm x 2134mm (108 x 84) Type-H; DP +20/-20 psf; Water Test Press 150Pa (3.13psQ 440-H-028.21 2900/4900170-2903/4903 Triple Single Hung 101/I.S.2/A440-11' Class R-PG25; Size Tested 2737mm 2134mm E7250.01-109-47 8/21/2015 10/14/2025 2737mm x 2134mm (108 x 84) Type-H; DP +25/-25 psf; Water Test Press 180Pa (3.76psQ 440-H-028.22 2900-490012903-4903 Triple Single Hung 101/I.S.2/A440-11 Class R-PG30; Size Tested 2737mm 1575mm E9222.01-109.47 2/4/2016 2/16/2026 2737mm x 1575mm (108 x 62) Type-H; DP +30/-30 psf; Water Test Press 220Pa (4.59psQ 440-H-029.06 2907/4907 101/I.S.2/A440-08 Class R-PG20; Size tested 1219mm 2134mm C1542.01-109-47 12/28/2012 9/&2016 1219x2134 mm (48x84 in}H 440-H-029.07 4900/2900170 101/I.S.2/A440-08 Class R-PG35; Size tested 1118mm 1524mm C7073.01-109-47 10/31/2013 5 112017 1118x1524mm' (44x60'in)-H; DP+35/-35; Water Pen. Resist. Test Pressure = 260Pa 5.43psQ 440-H-029.08 2900-4900129074907 Single Hung 101/I.S.2/A440-11 Class R-PG35; Size Tested 1016mm 1727mm E5613.01-109.47 31=015 3/8/2025 1016mm x 1727mm (40 x 68) Type-H; DP +35/-35 psi; Water Test Press 260Pa (5.43psQ 440-H-030.15 2900/4900 Series 101/I.S.21A440-11 Class R-PG20; Size Tested 2032mm 1575mm D2935.01-109-47 1/14/2014 11/12/2017 2032 x 1575mm (80 x 62in}H; DP +20/-20psf; Water Pen Resist. Test Press = 150Pa 3.13psQ 440-H-030.16 2907TR/4907TR Series 101/I.S.2/A440-11 Class R-PG20; Size Tested 2718mm 1880mm D5514.01-109-47 3/26/2014 56/2018 2718 x 1880mm (-107 x 74 in.) Type-H 440-H-030.17 2907TR/4907TR Series 101/I.S.2/A440-11 Class R-PG35; Size Tested 2718mm 1575mm D5514.01-10947 3/26/2014 Y23/2018 2718 x 1575mm (-107 x 62 in.) Type-H WD-20 10114109 Friday, May 13, 2016 Page 12 WINDOW 8 DOOR MANUFACTURERSASX)CIAT10N Hallmark® Certificate of u-,,5Lj,t---.WDMA Conformance and License (CCL) Silver Line Building Products Mfr 1D: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name 440-H-089.00 5500/5510 Side Lite (Specimen 2) 440-H-089.01 5500/5540 Transom (Specimen 1) Standard Rating 101/I.S.2/A440-11 Class R-PG35; Size Tested 1245mm x 2432mm (49 x 96) Type-SLT; DP +35/-35 psf; Water Test Press 260Pa 5.43psQ 101/I.S.2/A440-11 Class R-PG35; Size Tested 2734mm x 914mm (108 x 36) Type-TR; DP +35/-35 psf, Water Test Press 260Pa 5.43psQ WDMA HEREBY CERTIFIES that the aforesaid Company ("Licensee"), at its participating manufacturing plant(s), is licensed to use the WDMA Registered Hallmark on product lines that have been manufactured in accordance with the standards. It is further certified that the plant(s), facilities, quality control procedures, methods, and processes of Licensee have been inspected by WDMA, and are subject to regular follow-up inspection and test. It is further certified that samples of the product set forth above were tested and found to comply with the standards. By: Wide High Test Report # 1245mm 2432mm E6290.01-109-47 2734mm 914mm E6290.01-109.47 AMS, INC. AdmiaLwad--m Mmagement Systems, Inc. CertDate ExpDate 11 /23/2015 4/27/2025 11 /23/2015 4/27/2025 1k. - c.t.. John A&FBe, VP of Certification Programs, TtrDAYA Hallmark By. ,,,,, An14 Rhonda Scholz, Authorized Representative, AMS If Program Sponsor: Program Administrator. Window and Door Manufacturers Assoc Administrative Management Systems, Inc. 330 N. Wabash Avenue, Suite 2000 PO Box 730, 205 West Main Chicago. IL 60611 Sackets Harbor, NY 13685 TEL (312)673-4828 www.wdma.com TEL (315)646-2234 staff@amscert.com WD-20 10114109 Friday, May 13, 2016 Page 26 A\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, Fl. 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL 19715 Report No. 3947 5' Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certificate) Windows Single Hung Series 290014900 Single Hung Window PVC See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 12/ 15/2015 Contents: Evaluation Report Pages I — 4 Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2016.02.12 12:20:17 -05'00' J%111IIIIll.,/ 0 PO c 0 0/0NA; Hermes F. Morero, P.E. Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Silver Line Building Products Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Method (1)(a) Product Name: Series 2900/4900 Single Hung Window FL*: FL19715 Date: 12/15/2015 Report No: 3947 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method la of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 5th Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 51h Edition Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 5`h Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWO002 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 A\\) BUILDING DROPS FL#: FL19715 A Perfect Solution in Every Drop Date: 12/15/2015 Certificate of Authorization: 29578 Report No: 3947 Certification Agency: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a Certification Agency through Window and Door Manufacturers Association (FBC Organization #: CER1508). Performance Standards: The product described herein has been tested per: Referenced Data: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: B6430.01-109-47 3/09/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D9358.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/05/2015 E5610.01-109-47 3/05/2015 E5611.01-109-47 3/03/2015 E5612.01-109-47 5/07/2015 E7244.01-109-47 6/16/2015 E7250.01-109-47 6/16/2015 E9219.01-109-47 10/21/2015 E9220.01-109-47 10/21/2015 2. Certification Agency Window and Door Manufacturers Association FBC Organization #: CER1508) 3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 A\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: Nailing Fin Installation: FL#: FL19715 Date: 12/15/2015 Report No: 3947 A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 4r2&2017 Florida Building Code Online BCIS Home I Log In User Registration Hot Topics 'Submit Surcharge Stats & Facts Publications Ft1C Staff BCIS Site Map t ow Product Approval USER: Public U.er u cye-ltr,•., f s.ra Product Aooroval Menu > Product or AoollGltlon Seam > Anolication Ust > Application Oetall FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL12194-R3 Revision 2014 Approved Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Gareth Rahman grahmanoaluminumcoilslnc.com Paul Frost S001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcolisinc.com Panel Walls Soffits Links I Search Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Zachary R. Priest PE-74021 PRI Construction Materials Technologies, LLC 06/19/2020 Locke Bowden Validation Checklist - Hardcopy Received FL12194 R3 COI ALC15001 Evaluation Report 2014 FBC 04 T4 SOffitS.pdf Referenced Standard and Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code Year 1986 httpsltwww.floridabuilding.orgfpr/pr app dU.aspx?param=wGEVXQwIDquk24AUC%2fEHMrNrkL4bysALEZSXMisX5GE00lo2f1CXzYpyxA%3d%3d 1/2 4/28/2017 Florida Building Code Online Product Approval Method Method L Option D Date Submitted 08/27/2015 Date Validated 08/28/2015 Date Pending FBC Approval 09/04/2015 Date Approved 10/16/2015 Date Revised 04/05/2017 ummary of Products ,.,,, ,at.eiw:-_.s... ._-.>r k._,.._;.:...... .... _ .._._.._. .•.: , ,. . ' r `...i _ ........_.._ _. FL it Model; Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use In HVHZ: No FL12194 R3 II ALCIS001 Evaluation Report 2014 FBC 04 T4 Soffits.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL12194 R3 AE ALC15001 Evaluation Report 2014 FBC 04 T4 Sofflts.adf Created by Independent Third Party: Yes Contact lK :: 2601 Blair Stone Road. Tallahassee Fl, 32399 Phone: 850-487.1824 The State of Florida Is an AA/eEO employer. Copyright 2007-2013 State M Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the ofnce by phone or by traditional mall. If you have any questions, please contact 8S0.487.139S. 'Pursuant to Section 4S5.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Departmect with an emall address If they have one. The emalls provided may be used for official communication with the licensee. However emall addresses are public record. if you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 4S5, F.S., please dirk here . Product Approval Aeeeptst ME LWM07 (Na M Credit Card Sate. https•I/www.floridabLdlding.org(pr/pr app dtl.aspx?param=wGEVXQwt0quk24AUC%2fEHMrNrkL4bysALEZSXMjsX5GEO%2f1CXzYpyxAa/o3d%3d 212 CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5r" EDITION (2014) Manufacturer: ALUMINUM COILS, INC. Issued August 27, 2015 5001 West Knox Street Tampa, FL 33634 813)249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1. 1710.9.4 Properties: Wind Resistance REFERENCES En& Report No. Standard Year Certified Testing Laboratories (TST1577) CT1A 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report Is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application Instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant Installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. PRODUCT DESCRIPTIONS 318" 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. ALCI5001 FL12194-R3 Page 1 of 3 This evaluation report is provided for State of Florida. product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This -evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits0TECHNICALSERVICES, LLC PRODUCT DESCRIPTION 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit F,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit ?anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 W/Iin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALCIS001 FL12194-113 Page 2 of 3 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. lNiIIIIIIIIIIII 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 S'" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. PPY R. P 2015.08.27GA•r, E N 1 No 74021 0 / :05:00 ro : if • L : -0 t00t 9 '.• S TAT E OF : VJ O <v c4 O R \ O P Zachary R. Priest, P.E. SS • ' • • • r1 Florida Registration No. 74021 Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest. P.E. does not have, nor will acquire, a financial Interest In any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not.have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (7 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001 FL12194-R3 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 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 1710.9.4. 2. Refer to L M rAT ows and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLAT ON section of this repon 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. S. 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— 44nch o.c. Fastener Fastener Fastener Fastener Lotion Location Location Location c. 16" 04 Soifit —16-inch o.c. Fastener Fastener Location 1. L tion ALC15001 FL12194-R3 Page 1 of 7 This evaluation report is provided for State of Florida product approval under Rule 61020-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Lnratinn lr Fastener Fastener Location l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-ff roved Systems for 124nch Overhang with F-Channel 12J-# Approved Systems for 124nch Overhang with J-Channel 1 F-# Approved Systems for 164nch Overhang with F-Channel 16J-# Approved Systems for 164nch Overhang with J-Channel 24F-# Approved Systems for 244nch Overhang with F-Channel 24J roved Systems for 244nch 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. 318-inch head dia. nail. One (1) min. 3/8 x 3/84nch One (1) min. 1 3/4-inch long x 0.0724nch dia. x min. 3/1612F-1 164nch Wood min. 1.25-inch embedment,spaced Wood crown staple spaced 164nch inch head dia. trim nail 140.0 24-inch o.c. O.C. spaced 36-Inch o c. Max. Three (3) min. 3(44nch x 1/4-inch One (1) min 3 4-Inch x 1/4inoh One (1) min.1 3/44nch long x0.0724nch dia. x min. 1/44nch 4812F-2 164nch Wood crown staples in diamond pattern Wood crown staple.spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2spaced244ncho.c. and securing each panel lap inch o.c. Mix One (1)14 ga. 5/8-Inch long T nail OOne (1) min 3/4-inch x 1/4-inchch One (1) min. 1 3/44nch long x 0.0724nch dia. x min. 1/44nch 4812F-3 16-Inch Masonry spaced 8-inch o.c. Wood crown staple spaced B-inch head dia. trip nail spaced 48- 64.2 and securing each panel lap inch o.c. ALC15001 FL12194-R3 Page 2 of 7 This evaluation report 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. Y CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-Inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- Inch x 1/4-Inch crown One (1) min. #8 x 1/24mch One (1) man 314-Inch x One (1) min. 1 3/44nch long x 12J-1 Max. Wood staples in diamond long x 3/8 inch head diameter Wood 1/4-inch crown staple dia. x min. inch0.0ad164nch pattem spaced 24- screw spaced 164nch o.c. spaced 8 inch o.a. dishheaddia. trip nail spaced 48- spaced 64.264. inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 164rich.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. 1/44nch crown x One (1) min. 1.75-inch x 16F-1 Max Masonry One (1)14 ga.•5/84nch long T nail Wood 14nch leg staples spaced max 0.072-inch diameter finishing nail with min. 3/16- 33.312-inch spaced max. 8-inch o.c 4-inch o.c. and securing each inch head space0 panel lap 12-Inch o.c. Three (3) 18 ga.1/44nch crown x 1- One (1)18 ga. 1/4-Inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-2 Max 124nch Wood inch leg staples in diamond pattern WoodWoodo.c. 1-Inch leg staples spaced max and securing each finishing nag with min. 3/16- 253.3 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/&inch x 3/8-inch One 3/44rxri long x 0072 incdia. x min. 16F-3 164nch Wood Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3116- inch head dia. trim nail 25. 6 o. c. O.C. spaced 364nch o.c. Three ( 3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4 inch long 16F 4 Max. Wood crown staples in diamond pattern Wood One ( 1) min 3/4-inch x 1/4-inch x 0.0724nch dia. x min. 1/4- 27 16- inch spaced 244nch o.c. crown staple spaced 8anch o.c. Inch head dia. trip nail 36.1 spaced 48-Inch o.c. ALC15001 FL12194-R3 Page 3 of 7 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 dhanges throughout the duration for which this report is valid. This evaluation report does not express nor.imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)18 ga. 1/4-inch crown x One (1) min. 1.754nch x 16F-5 Max. Merry One (1)14 ga. 5/84nch long T nail Wood 1-inch leg staples spaced 4- 0.072-inch diameter finishing nail with min. 3/16- 43.3 16-Inch spaced 84nch o.c. inch.o.c. and securing each inch head spaced panel lap 164nch o.c. Three (3)18 gaA/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 Max. 164nch Wood Wood inch leg staples in diamond pattern Wood 1-inch leg staples spaced 4 inch o.a and securing each finishing nail with min. 3/16- 343.3 1fi-inch o.c. panel lap inch head spaced 16-inch o.c. Approved Systems.for 164nch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psi) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment- Attachment Three (3) min. 3/44nch x 1/4-inch One (1) min. 1 3/4-inch 16J-1 Max. Wood sown staples diamond pattern Wood One (1) min 314-inch x 1/4lnch long x 0.072-inch dia. x 23.5 1&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 FL12194-113 Page 4 of 7 This evaluation report 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 241nch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)18 ga.1/41nch Nominal 1x2 crown x 1-inch leg No.2 SYP staples spaced Three (3) 18 ga.1/4- anchored to a124ncho.c. securing One (1)18 ga. 1/4- One (1) min. 1.75-inch x Max inch crown x 14nch rafter with one each panel lap inch crown x 1-inch 0.0724nch diameter 24FA 12-inch Wood leg staples in 1) min. 2.25- Wood leg staples spaced 8- finishing nail with min. 80/-90 diamond pattern Inch x 7d ring One (1) min. 1.754nch inch O.C. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.0724nch diameter 12-inch o.c. 24-Inch o.c. finishing nail with min. 31164nch head spaced 44nch o.c. One (1)18 ga.1/44nch crown z 1-inch leg Nominal.lx2 staples spaced One (1) min. 1.5- No.2 SYP 124nch o.c. securing One (1)18ga. 1l4- One (1) min. 1.75-inch x Max inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.0724nch diameter. 80/ 24F-2 124nch Wood wood smooth shank rafter with one Wood leg staplesfinishingspaced8- nail with min. 76.6 nail spaced 1) 7d x 2.25 One (1) min. 1.75-inch Inch o.a 3/164nch head spaced 16-inch o.c. inch ring shank x 0.0724nch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/164nch head spaced 44nch o.c. One (1)18 ga.1/4-inch crown x 14nch leg Nominal 1x2 staples spaced No.2 SYP 124nch o.c. searing One (1)18 ga. 1/4 One (1) min. 1.75-inch x Max One (1)14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 801 24F-3 12-inch Masonry inch long T nail rafter with one Wood staples spacedleaced 8- sp finishing nail with min. 76.6spaced8-Inch o.c. 1) 7d x 2.25• One (1) min. 1.754nch inch 3/164nch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nag 24-inch o.c. finishing nail with min. 3/164nch head spaced 44nch o.c. ALC15001 FL12194-R3 Page 5 of 7 This evaluation report 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 0 TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 244nch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)18 ga.1/4-Inch Nominal 1x2 crown x I4nch leg No.2 SYP staples spaced Three (3)18 ga.1/4• anchored to 124nch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.754nch x Max inch crown x 14nch rafter with one each panel lap inch crown x 1-inch 0.0724nch diameter 24F4 164nCh Wood leg staples in 1) min. 2.25 Wood leg staples spaced 8- finishing nail with min. 801-60 diamond pattern inch x 7d ring One (1) min. 1.754nch inch o.c. and securing 3/16-inch head spaced spaced 164nch o.c shank nail x 0.0724nch diameter each panel lap 16-inch o.c. 24-inch o.c. finishing nail with min. 3/164nch head spaced 44nch o.c. One (1)18 ga.1/44nch crown x 14nch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 124nch o.c. securing One (1)18 ga. 1/4- One (1) min.. 1.754nch x Max inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F-5 16 inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.754nch inch o.c. and securing 3/16-inch head spaced 164nch o.c. inch ring shank x 0.0724nch diameter each panel lap 16-inch o.c. nag 24-Inch o.c. finishing nail with min. 3/16-Inch head spaced 44nch o.c. One (1)18 ga.1/44nch crown x 1-inch leg Nominal 1x2 staples spaced No.2 SYP 124nch o c. securing One (1)18 ga. 1/4- One (1) min. 1.754nch x One (1)14 ga. 5/8- anchored to each panel lap Inch crown x 1-inch 0.0724nch diameter 24F•6 16-Inch Masonry inch long T nail ratter with one Wood leg staples spaced 8- finishing nail with min. 801-60 spaced 8-inch o.c. 1) 7d x 2.25 One (1) min. 1.754nch Inch o.c. and securing 31164nch head spaced inch ring shank x 0.072-Inch diameter each panel lap 16-inch o.c. nail 24-Inch o.c. finishing nail with min. 3116-inch head spaced 4-inch o.c. ALC15001 FL12194-R3 Page 6 of 7 This evaluation report 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 244nch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width I psf) Batten J-Channel Batten Panel -Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between ratters with one (1) min. 2 nh x 7d One (1)18 ga.1/4 InchNominal1x2 haringshank nail crown x Uinch leg No.2 SYP anchored to Three (3) 18 ga.1/flinch crown straight -nailed throughg9 the rafter Into the end staples spaced 12-inch o.c. securing, One {1) 18 ga. /.- One (1) min. 1.75-inch 24J-1 Max rafter with one x 1-inch leg of the barer or two (2) each panel lap Wood inch crown x 1-inch x 0.072-inch diameter finishing nail with min. 36012-inch 1) min. 2.25 staples in diamond min. nth x 7d 1) mch leg staples spaced 3/16-Inch headspaced inchx7dringOnepatternspaced16- Pahank digshankmalls toe- nailed en side of diameter x0.072 inch diameter flinch o.c. 12 {nth o.c. shanknailincho.0 at thebattenaleach atfinlshirrg nail with min. 244nch o.c. batten/ rafter head spaced intersection max flinch o.c rafter spacing Is 244nch o.c. Nominal U2 No.2 SYP scabbed between rafters with one (1) min. 2.25-Inch x 7d 1 One18 ga.1/44nch Nominal 1x2 ring shank nail crown x lanch leg No. 2 SYP anchored to Three 3 18 ga. 1/4-inch crown sUa' ht-naUed through the rafter into the end staples spaced 124nch o.c. securing One 1 18 a. %- 9inch crown x 1-inch One (1) min. 1.75-inch 24J 2 Max rafter with one x linch leg of the barer or two (2) each panel la p Wood leg staples spaced x 0.0.724nch diameter finishing nail with min. t63.3 16-inch 1) min. 2.25- staples in diamond min. 2.2SIrxh x 7d One min. 8 inch o.c. and 3/ 16-inch head spaced inchx7dringshank nail pattern spaced 16- inch O.C. ring shank nails toe- nailed on either side of 72 x0.072-inch diameter diameterfinishing nail with min. securing each panel lap 16- Inch o.c. 244nch O.C. the batten at each banen/ rafter 3/16inch head spaced Intersection. Max. cinch o.c. rafter spading Is 244nch o.c. ALC15001 FL121944R3 Page 7 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS. INC Soffits Appendix B INSTALLATION Note - Refer to the APPRovED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min. 2/8' head dia. nail vich min. 1 en?ag*a nt(-`or woad substrate; or oin. 9"97' die. T-nail or stub nill wl:h oin. S/8' e.^.gngemencl=or ca:c_acs of .t•lu:k cubutra-v) . rpaca•: es nocud above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 12F-1 & 12F-3\\—..F" CHANNEL W=d, Concroto or 61ocY Wall STAPLE SOFFIT TOZFASCIABOARD #T50 3/8" X 3/8" STAPLE 1.6" 0. C. FASCIA LIP 1/4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 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. ECREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail SOFFIT SOFFIT STAPLEOPEC 3/4• x 1/4' DIAMOND PATTERN Lltr D AILCROWNSTAPLES USING A DUWOND wrvcorr sr n [s PATTERN FACIA BOARD FASCIA CAP 12F-2 FACIA BOARD 1 3/4- X 1/4- CROWNJS.S. a' r:'F' STAPLE ON CENTER 1-3/4- TRIM NAIL P CHANNEL CAN BE INSTALLED WITH THE PAINTED SS. 48" -FASCIA CAP O.C. NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT- max. 12-inch span SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61020-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ry CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER n SOFFIT STAPLE sT r L ' DIAMOND PATTERN DETAIL FACIA BOARD 1 Or vm jWr OLD i 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN FASCIA GAP 12J-13/4- X 1/4- CROWNFACABOARD STAPLE -8. ON CENTER 1— CHANNEL Pacrewed1-3/4- TRIM NAIL] JS.S. to-soffitPAINTEDwicbone(1) #8 x S.S. 48- FASCIA CAP 1/2- x 3/8' bead diameter screw, O.C. 3/4- X 1/4- 16•' o.c. CROWN STAPLE SOFFIT —max. 12-incb span S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE ETAI L ALC15001 FL12194-R3 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail FASCIA BOARDIt' TRUI NAIL -\ PABI1ED SS fASCLA CAP SOFnT 1'i' CROWN STAPLEIOPENRAFTER FASCM BOARO IN AAL1r 14U 16F- 1 SOFFIT & FASCIA 816E- 5 DETAIL fASCkA CO. REFER TO SCfFTT i FASCIA DETAIL f' CHANNEL SWIT. MAX. TS' SPAN MASONRY SUBSTRATE I ALC15001 FL12194-R3 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 16F-3 No. I Installation Detail blin. 3/8" head dla. nail wi.th min. 1'.Q" stNjagement(for .*od substrata) or min. 0.097" dia. T-nail or stub -nail with min. 5/8" .n9agemwiti-for co n-rgte or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) CHANNEL Wood, wncrote or Block Nall FASCIA LIP 1 /4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. LPAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001 FL12194-R3 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail. n„ , SOFFIT STAPLE OPEN RAFTER; DIAMOND PATTERN 3/4- x 1/4• I I D ETAI L 1--.-I (-2 CROWN STAPLES , , USING A DIAMOND ICTWED41 s w.rs i PATTERN FACIA BOARD FASCIA CAP 16F-4 3/4- X 1/4- CROWN FACIA BOARD 8' 1-3/4' TRIM NAILSTAPLEONCENTER 1-3/4- TRIM NAIL PAINTED S.S. IN7CHANNELH T BE PAINTED S.S. 48-FASCIA CAP INSTAt_I.ED WITH THE O.C. NAILING FLANGE UP OR 3/4- X 1/4- DOWN CROWN STAPLE SOFFIT - max. 26-.nch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALCI5001 FL12194-113 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61020-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK0TECHNICALSERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t TRIM NAIL FASCIA BOARD PAUiTfD S.S. FASCIA CAP SOFFIT 1'4' CROWN STAPLE OPEN RAFTER FASCIA BOARD 1">a' CROWN STAPLES SOFFIT & FASCIA USING A DUWOND DETAIL 16F-2 & PATTERN: REFER TO SOFFT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP: REFER TD SOFFIT 1 FASCIA DETAIL 8- F' [NANNCI 3/8 SOFFIT: MAX. 16' SPAN M SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page T 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. LLC No. I Installation Detail OPEN RAFTER 4' X 1 /4' CROWN STAPLE -24- CENTFR USING A DIAMOND PATTERN CHANNEL 1-3/4' TRIM' rWLJ_ PAINTED S.S. 48' O.C. SOFFIT -max. 16-inch span WOOL) OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B n,I SOFFIT STAPLE DIAMOND PATTERN FACIA BOARD DETAIL ASCIA CAP 3/4' X 1/4' CROWN FACIA BOARD STAPLE ' 3' ON CENTER PAINTED TRIM NAIL PAINTED S.S. FASCIA CAP 3/4' X 1/4' CROWN STAPLE SOFFIT & FASCIA DETAIL ALClSO01 FL12194-R3 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 11, TROI MAR FASCIA BOARD PANTED rr,' (ROMN FASCIA CAP STAPLES SOfHT usOls A DIANDNO PATTERN; REFER TO r.1' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 t' TRIN NAIL FASCIA BOARD PAWTED $S. SOFFIT b FASCIA DETAIL 24F-1 & 24174 r-i' CRDVN sTAPLE 1— FASCIA [A; REFER TO SOFFIT t FASCIA/ \ DEfAILA0. _ NtAmfters 1'e2' STP I 3/B Batten AnChored to SOFFII; NAX 2A' f-[NANNLL Rafters v,fA one 70 Rep SMnk MAR at Raftervery / W000 SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 9 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 P 11M NAR FASCIA BOARD PANTED S.S.—\ ' 14- SMOOTN SNAKK 1 FASCIA CAP ROOF NAILS SOFFIT I's!' CROWN STAPLE i I 1RL9 NAL FASCIA BOARD PANTED SS. SOFFIT L FASCIA 24F-2 & DETAIL 24F-5 rar CR" STAPLE FASCIA CAP:'REFFR TO SWIT L FASCIA DETAIL Nominal 1'xr SYP Batten Anchored h SDFFIT; MAX it' F.CNANNEL Rafters wh oa Td W" Sheet Nab at eery Rafter xODD SUBSTRATE ALC15001 FL12194-R3 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 611120-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report.is valid. This evaluation report does not express nor imply warranty, installation, recommended use. or other product attributes that are not specifically addressed herein. rrrmimECREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I f' TRIM NAL I FASCIA DOARO PAINTEO S.S. 166A T-NAILS I FASCIA CAP SOFFIT 1 CROWN STAPLE 1 I TM NAIL FASCIA BOARD PAINTED SS, SOFFIT >L FASCIA DETAIL 24F-3 & t 24F-6 rat CROWN STAPLE FASCIA uP, REFER TO SOFFIT t FASCIA OETAII Ifte" rxr SYP Batten, to SOFFM MAX. 2V F•CNANNEL Rafters rilh om TO Rioq Shack MR at eery Ratter MASONRY ALC15001 FL12194-R3 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. HCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail I k 1Rut NA0. FASW BOARD PAINTED Si 1•4• CROWN STAPLES FASCIA CAP USA OUMOND SOFFIT PA1TfRN. REFER AN11lEYEREO r4- CROWN STAPLE SOFF IT STARE LERAFTER DIAMONDPATTERNpETA0. FASCIA BOARD SOFFIT > 4 FASCIA I tam NAIL PANTED S.S. DETAIL 24J- 1 & rj- CROWN STARE 24J- 2 FASCIA CAP; REFER MATOSOFFITLFASCIADETAIL tALlI11Y r a? SYP D>dtMa watbad ra`ep ana SOFFIT. MAX.tt 31 8 1- fNANE eCurea eto an* (1)TO ring awk raid avmaeoan0ea I umshL!larafm Im tho eflc W000 SUBSTRATE or the be kn or two (2) To NW * aft Haft tae nxlec an i eMw am at ure baeam Z uM hrJeMaAar mmewan SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B. C. and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-11. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V n is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension 'a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 34 ALC15001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind'Pressares for Soffits in Exposure S Building Type Zone . - Mean' Roof Height ft Basic Wind S eed, m h 120` 1.3U '. 140 1SQ 180 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 1 -26.5 30.7 35.3 40.1 45.3 1 -50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 1 13.8 16.0 18.3 20.8 23.5 1 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 1 13.8 16.0 18.3 20.8 23.5 1 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 1 32.9 1 36.4 ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design -Wind Pressures for Soffits. in Exposure C , Building Type zone., Mean Roof Hei ht ft' Basic -Wind Speed m h . 12Q , 130 ' 140 156 160 ... 170 160 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001 FL12194-R3 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 Desi h W.ind Pressures for Soffits in Exposure D' ' Building , Type Zone Mean' ': Roof Hei tit ft Basic'Wind Speed mph) 1.26 130 • 146 _ 150. 160 • 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 522 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 67.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 433 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 1 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 1 27.5 1 31.6 1 35.9 40.5 45.4 1 50.6 1 56.1 ALC15001 FL12194-R3 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. MCREEKTECHNICALSERVICES, LLC 318" F-Channel 3/8" J-Channel 3/6" 3/4' Wr HEM ISOMETRIC VIEW 37F PROFILE ISOMETRIC VIEW 37F PROFILE ALUMINUM COILS, INC Soffits Appendix O ALClSO01 FL12194-R3 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 1/8" HEM T 1 1/4" T 6'FASCIA T" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 18' BLANK 3 / 8 PROFILE 2.625 REF. 50 rip. 25 IYP. :T0.125 TYP. 01000D0 DD0D0 0 D 0 0 D D 0 D D 0 0 O0D0DO 7 00000 he 'Wallall Pi w" IN, I Stu s1 QV- RS out" n SWz "=am .% fus) ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 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' 7/8" 1 3 1/8' 7/8" 3 1/8" S/16" 3/4" :3!/B' 13.75" BLANK 3/8" PROFILE 2.625 REF. 50 TYP. 25 IYP. XM rYP. ALUMINUM COILS, INC Soffits Appendix D DIDDDDD DODOD DDDDDD DDDDD m ODDDDD D0000 Wbt tnwe+ o•mM rnul St n WNM Nfi4D IM SWE OLRE00M AS %W) END OF REPORT ALClSO01 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE SP EDITION (2014) Manufacturer: ALUMINUM COILS, INC. Issued August 27, 2015 5001 West Knox Street Tampa, FL 33634 813)249-9743 www.alumlnumcolisinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1710.9.4 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report Is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application Instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant Installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required' by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program In compliance with Rule 61G20-3. PRODUCT DESCRIPTIONS 318" 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. ALC15001 FL12194-R3 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P.anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. jr-soM Mff 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in Ain.ft for the 'full vent' configuration and 4.2 in2Ain.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 2 of 3 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Servicos, LLC of any product changes or quality assurance changes throughout the duration for which this report 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 51" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. 0 t11111UI, PaY R. p 2015.08.27E'NS No 74021 r 07:05:00rr opn...,r ate., 04'00' STATE OF O •• <v . A, 4 O R O P N Zachary R. Priest, P.E. Florid""; S/Oistration No. NA111 0 Organazaeon No. ANE9641021 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial Interest In any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC Is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial Interest In any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (7 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001 FL12194-113 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. M 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 1710.9.4. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others In accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit — 12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 44nch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16" 04 Soffit —16-inch o.c. Fastener Fastener Location Location ALC15001 FL12194-R3 Page 1 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES; LLC d. 16" Q4 Soffit — 8-Inch o.c. Fastener Lnratinn I T- Fastener Fastener Location xl ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 124nch Overhang with F-Channel 12J Approved Systems for 124nch Overhang with J-Channel 16F-# Approved Systems for 164nch Overhang with F-Channel IA# Approved Systems for 164nch Overhang with J-Channel 4F-# Approved Systems for 244nch Overhang with F-Channel 24 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. 318 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. 125-inch embedment spaced Wood crown staple spaced 164nch inch head dia. trim nail 0 24-inch o.c. O.C. spaced 36-inch o.c. xMax..072-inch Three (3) min. 3/4-inch x 1/4-Inch One (1) min 3/44nch x 1/44nch One (1) min. 1 3/44nch long x dia. x min. 1/44rich 4812F-2 16 nch Wood crown staples in diamond pattern Wood crown staple spaced B-inch o.c. head dia. trip nail spaced 48- 2spaced24-inch o.c. and securing each panel lap inch o.c. Max One (1) 14 ga. 5/8 Inch long T nail One (1) min 3/4-inch x 1/flinch One (1) min. 1 3/4-inch long x0.0724nch dia. x min. 1/44nch 4812F-3 164nch Masonry spaced 8-inch o.c. Wood crown staple spaced 84nch o.c. head dia. trip nail spaced 48- 2 and securing each panel lap inch o.c. ALClSO01 FL12194-R3 Page 2 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three (3) min. 3/4- Inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 314-inch x One (1) min. 1 3144nch long x 12J 1 Max. Wood'staples In diamond long x 3!8 inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min.1/4-inch 48 16-inch pattern spaced 24- screw spaced 164nch 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 164nch overhang with F-Channel Wail Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/44nch crown x One (1) min. 1.75-inch x 0.072-Inch diameter 16F-1 Max. Masonry One (1)14 ga. 5/84nch long T nail Wood 1-inch leg staples spaced max. finishing nail with min. 3/16- 53.3 124nch spaced max 84nch o.c. 4-inch o.c. and securing each inch head spaced panel lap 124nch o.c. One (1)18 ga. 1/4-Inch crown x One (1) min. 1.754nch x Max Three (3)18 ga.1/44nch crown x 1 • 1-inch leg staples spaced max 0.072-inch diameter 16F-2 124nch, Wood inch leg staples in diamond pattern Wood 4-Inch o.c. and securing each finishing nail with min. 3/16- 553.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max One (1) 3/84nchhead dia. nail. min. One (1) min 3V8-inch x 3/8-Inch One (1) min. 1 3/44nch long x 0.072 inch dia. x min. 16F-3 164nch Wood 1.25 inch embedment spaced 24- Wood crown staple spaced 16-inch 3/164nch head dia. trim nail 5.6 inch o.c O.C. spaced 36•inch o.c. Three (3) min. 3/4-inch x 1!4-inch One (1) min. 1 3/4-inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1I4 inch x 0.072-inch dia. x min. 1/4- 27 164nch spaced 24-inch•o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 484nch o.c. ALC15001 FL12194-R3 Page 3 of 7 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. r CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-Inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 114-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 staples spaced 4 0.072-inch diameter finishing nail with min. 3116- 343.3 16-Inch spaced 8-inch o.c. inch o.c. and securing each inch head spaced panel lap 16-inch o.c. Three (3) 18 ga.114-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 16-inch Wood inch leg staples in diamond pattern Wood 1-inch leg staples spaced 4 inch o.c. and securing each finishing Hall with min. 3/16- i43.3 spaced 164nch o.c. panel lap inch head spaced 16-inch o.c. Approved Systems -for 164nch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3!4-inch x 1/4-inch One (1) min.1 3/4-inch 16.1-1 Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/44nch long x 0.072-inch dia. x 16-inch spaced 24 inch o.c. crown staple spaced 8-inch o.c. min. 114-inch head dia. trip 31.4 nail spaced 484nch o.c. ALCIS001 FL12194-R3 Page 4 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi) Substrate F-Channel 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 staples spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga1l4- One ( 1) min. 1.75-inch x Max inch crown x 1-inch rafter with one each panel lap crown x 1. inch 0. 072-inch diameter 24F- 1 12- inch Wood leg staples in 2.25- WWoodinch leg staples spaced 8- finishing nail with min. 801-90 diamond pattern In x Inchx7d ring One ( 1) min. 1.75-inch inch o.c. 3/ 16-inch head spaced spaced 16-inch o.c. shank nail x 0.0724nch•diameter 12-inch o.c. 24- inch o.c. finishing nail with min. 3/ 16-inch head spaced 44nch o.c. One ( 1)18 ga.1/4-Inch crown k 14nch leg Nominal 1x2 staples spaced One ( 1) min. 1.& No.2 SYP 124nch o.c. securing One (1)18 ga. 1/4- One ( 1) min. 1.754nch x Max inch x 11 ga. anchored to each panel lap Inch crown x 1-Inch 0. 072-inch diameter 801 24F-2 124nch Wood smooth shank rafter with one Wood leg staples spaced 8• finishing nail with min. 76.8 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3116- inch head spaced 164nch o.c. inch ring shank x 0.0724nch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/ 164nch head spaced 4- inch o.c. One ( 1)18 ga.1/4-inch crown x 14nch leg Nominal 1x2 staples spaced No. 2 SYP No.2 12-Inch o.c. securing One (1) 18 ga1/4- One (1) min. 1.75-inch x Max One ( 1) 14 ga. 5/8- to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F- 3124nchMasonry Inch long T nail rafter with one Wood leg staplesfinishing spaced 8- nail with min. 76.6 spaced 84ncho.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o. c. 3/164nch 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 FL12194- R3 Page 5 of 7 This evaluation report 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 244nch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F=Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)18 ga.1/4-inch Nominal 1x2 crown x 1-Inch leg No.2 SYP staples spaced Three (3) 18 ga.1/4- anchored to 124nch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.754nch x Max. inch crown x 14nch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-4 16 inch Wood leg staples in 1) min. ring Wood leg staples spaced 8- finishing nail with min. 801.60 diamond pattern inch x 7d ring One (1) min. 1.754nch inch o.c. and securing 3/164nch head spaced spaced 16-inch o.c. shank n x 0.0724nch diameter each panel lap 16-inch o.c. 24-inch o.. c finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1)18 go.i/4-inch crown x 1-inch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 124nch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.75-inch x Max inch x 11 go. anchored to each panel lap inch crown x 14nch 0.0724nch diameter 24F-5 16-inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 roofingnailspaced 1) 7d x 2.25- One (1) min. 1.754nch Inch o.c. and searing 3/16-inch head spaced 16- inch o.c. inch ring shank x 0.0724nch diameter each panel lap 16-inch o.c. nail 24-inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1)18 go.1/4-Inch crown x 14nch leg Nominal 1x2 staples spaced No. 2 SYP 12-Inch o.c. searing 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 24F- 6 16 rnch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 801.60 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.754nch inch o.c. and securing 3/164nch head spaced inch ring shank x 0.072-inch diameter each panel lap 164nch o.c. nail 24-inch o.c. finishing nail with min. 3/ 164nch head spaced 44nch o.c. ALC15001 FL12194-R3 Page 6 of 7 This evaluation report is provided for Slate 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 244nch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP I No. Width psfl Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 Not SYP scabbed between rafters with one (1) One (1) 18 ge.1/44neh Nominal dx2 min. 2.25(nch x 7d ON shank -0 crown x 14nch leg No3 SYP anchored to Three (3)18 ga.1/4-inch crowns throughstraight-n the rafter into the end staples spaced 124nch o.c. seem rig One (1) 18 ga. /.- One (1) min. 1.754nch 24J-1 Max rafter with one x 1-inch le g of -the ¢atten a two (2) 2.2SInch each panel tap Wood inch crown x 1-inch x 0.072-Inch diameter finishing nail with min. t60124nch1) min. 2.25- staples in diamond min. x 7d One (1) min. 1.7Sinch leg staples spaced 3/164nch head spaced inch x 7d ring patterns aced 16- P ring shank nags toe- x 0.0724nch diameter flinch o.c. 124nchShanknailinchO.C. netted at either side of the Darien at each finishing nail with min. o.c. 244nch o.c. battentrafter 3/164nch head spaced intersection. Max. 4-inch o.c. rafter spacing Is 244nch o.c. Nominal 1x2 No.2 SYP scabbed between rafters with one (1) One (1) 18 ga.1/44nch Nominal 1x2 min. 22.SInch x 7tl ring shank nag crown x larch leg No.2 SYP anchored to Three (3)18 ga.1/4-inch crown strai ht-naied through tlse rafter into the end Staples spaced 124nch o.c. securing One (1) 18 ga. %.- inch crown x 14nch One min. diameter 24J-2 Max rafter with one x linch leg of the barren or two (2) each panel lap Wood leg staples spaced 72x0.072-inch diameter finishing nail with min. t53.31french1) min. 2.25- staples in diamond min. 225-Inch x 7d One (t) min. 1.7SInch B-inch o.c. and 3/1 french heads acedPinchx7dringpatternspaced169shanknailstoex0.0724nch diameter securing each panel 16ench o.c. shank nail inch o.c. nailed on either side of finishing nail with min. lap 244nch o.c. the batten at each batten/rafter 3N64nch head spaced Intersection. Max. 4-inch o.c. rafter spacing is 244nch o.c. ALC15001 FL12194-R3 Page 7 of 7 This evaluation report 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 not imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPRovED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min. 3/6• heed die. nail with min. IU: engogameattfor wood substrate) or min. 9.C9)* din. T-nail or stub nAi'l with min. 5/8' engagement(for concrete or.t•lock 'eubutra e) . spa. -ad as noted A=V* I FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 12F-1 & 12F-3 F" CHANNEL W=d, Conerete or Block. Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4"-fT PAINTED S.S. 1 3/4- TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALClSO01 FL12194-R3 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 8 System No. Installation Detail nSETYED6nr ` SOFFIT STAPLE OPEN RAFTER r` r ' DIAMOND PATTERN 3/4' X 1/4' I L D TAICROWNI USING A DIAI,IOHD Lw rc'rvaN j PATTERN FACIA BOARD FASCIA CAP 12F-2 FACLA BOARD 1 3/4' X 1/4' CROWNJS.S. 8' STAPLE ON CENTER 1-3/4' TRIM NAIL P F' CHANNEL CAN BE PAINTED S.S. 48" FASCIA CAPINSTALLEDWITHTHE OAN.C. NAILING FLANGE UP OR 3/4' X 1/4- DOWN CROWN STAPLE SOFFIT -%ay • 12-inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001 FL12194-R3 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 614320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance dhanges throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail. OPEN RAFTER n SOFFIT STAPLE IST r I I f 'DIAMOND PATTERNI I DETAIL FACIA BOARD va' ocivm i 3/4' X 1/4- CROWN STAPLE -24- jTRIMML ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 3/4- X 1/4- CROWNFACIA 8" 1— CHANNEL BOARD 1-3/4' TRIM NAIL STAPLE ON CENTER PscrewedtosoffitPAINTEDnail) 68 a S.S. 48'with FASCIA CAP 1/2" : 3/8• bead O.C. diameterscrei;, 3/4' X 1/4' 16` *.c. CROWN STAPLE SOFFIT -max. 12-inch span S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001 FL12194-R3 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 t t TRIM RAIL fAS[U BOARD PAL4TE7 SS. FASCIA CAP SOFFIT 1'41- CROWN STAPLE OPEN RAfiER FASCIA BOARD rtss e'tamu 16F-1 SOFFIT 8 FASCIA 16F-5 DETAIL FASCIA CAPt REFER TO SOFFIT B FASCIA f' CNANNEI OETAL SOMT: MAX S' SPAN MASONRY SUBSTRATE ALClSO01 FL12194-R3 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 No. I Installation Detail Min. 3/S• head Aia. nail with min. V'- sn,agamanc,,for wool enb3trato) ar min. 0.09?• dia. T-nail or stub nail with min. 5/3" enaagemenc(fcr cpncreta or ;;lock substrate) . spaced as rated above. ASCIA SUP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL Wco9, concrate or Block W FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" 0. C. t—PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALCI5001 FL12194-R3 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail nM % SOFFIT STAPLE OPEN RAFTER 3/4• x 1/4' ; DIAMOND PATTERN DETAIL11jI_3M CROWN STAPLES 1 USING A DIAMOND K^'J sr ts i PATTERN FACIA BOARD FASCIA CAP 16F-4 3/4- X 1/4- CROWNjTRIMMLFACIA BOARD 1 8' STAPLE ON CENTER 1-3/4' TRIM NAIL P' F' CHANNEL •CAN BE PAINTED S.S. 48' CAPINSTALLEDWITHTHEO.CFASCIA NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT —max. 16-inch span WOOS D S STRATE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality essufance changes throughout the duration for which this report 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. _iwiiim MCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail 1 r TRIM NAILfASCIA BOARD PAINTED S.S. FASCIA CAP SOFfIT rI¢ CROWN STAPLE DPEN RAFTER FASCIA BOARD 1'a}' CROWN STAPLES SOFFIT & FASCIA USING A OIAPLES DETAIL 16F-2 8. PATTERN: REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP: REFER TO SOFFIT L FASCIA DETAIL 8_ i^ CXAFNFL 3/8 i SOFFIT: MAX. IS' SPAN M SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL1219"3 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 1-3/1- TRIM NNLJ PAINTED S.S- 48' D.C. SOFFIT —max: 16-inch span ALUMINUM COILS. INC Soffits Appendix B n ; SOFFIT STAPLE 1 DIAMOND PATTERN FACIA BOARD 1 13Arj crvmi/ i DETAIL sr ts / i FASCIA CAP 3/4- X 1/4- CROWNATRIMNMAJLFACIA BOARD STAPLE -B- ON CENTER 1P FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for Which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. OCREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix 8 System No. Installation Detail T t' TRIM NAIL FASCIA BOARD TIED SS. t•' STAPLES FAS[IA CAP SOFftt USCG A OIAMDWD PATTERN: REFER TO r-j' CROWN STAPLE SOFFIT STAPLE 00001) PATTERN I DETAIL I t t• NAIL FASCIA BOARD I PAOFTEDrtED SS. S SOFFIT R FASCIA DETAIL 24F-1 8 r 24F4 rat- CROWN STAPLE . FASCIA [A; REFER TO SOFFIT i FASCIA \ DETAIL Natural I r L 3 eBattenAnd:ored to SOFFIT; MAIL 24' 3 F-CNANI LL Rafters r;Fb at 10 tI Ring SGa4 Nab at Ralte l WOODSUBSTRATEIeerySOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 9 of 12 This evaluation report is provided for Slate 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 riot specifically addressed herein. ECREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TRIM NAIL FASCIA BOARD AwifO SS. 14- SMOOTH S.MAAK I FASCIA CAP ROOF MARS Ste, / _ rAt' CROWN STAPU 1 i- TRP1 MAIL FASCIA BOARD PANTED S.S. SOFFIT b FASCIA 24F-2 8 DETAIL 24F-5 r.t CROWN SIAPLf FASCIA GP; RfffA TO SOFFIT 1 FASCIA WAR. NOW021 I'Ar SYP Ra11en Ambwed h SOFFIT: MAX 24' F•Ct1ANINDL Ratters rdt am td Ring Shaft Nab at Awe Ratter WOOD SIBSTRAtt ALC15001 FL12194-R3 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B Syslem No. Installation Detail 1 }- TRBt NAIL FASCIA BOARe PANTED S.S. 116A T-NAILS FASCIA CAP SOFFIT r,a' CROWN STAPLE 1 I' TRIM NAIL FASCIA e0AAD PANTED S.S. SOFFIT L FASCIA DETAIL 24F-3 & 24F-6 Yai- CROWN STAPLE FASCIA CAP, REFER TO SOFFIT & FASCIA OETAK Nam" I*xr SYP ealten AachortO to SOFFIT, MAX. 2V F-CHANNEL Ratters rilA ma TO Ring Shank Nap at erary Rafter MASONRY ALC15001 FL12194-R3 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. EECREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I' tRln NAIL FASCIA BOARD PANTED S.S.• CROWN STAPL ES FASCIA CAP Ulm OIAnORO SOFFIT SOFFITPATTERN; REFER TO CANTUVERED f.}' CROWN STAPLE SOF11I STAPLE RAFTER OIAr. NO PATTERN DETAIL, FASCIA BOARD j SOFFIT I FASCIA T Tan NAn PARTIED SS DETAIL 24J- 1 & 1' 4- CROWN STAPLE 24J- 2 FASCIA CAP: REFER TO SOPFTT L FASCIA NomnRl f a 2 "P Da4elq D ETAIL vane NUN" ra..en and SOFFIT: nAx. Tt' Enanlst TO I nt"t traw"No inlet Y1(2 Uu era UrtieWOODSUBSTRATEb l 7d o1OCate" Ot i 04R) AnBSnenl. NFa idaNOed an tthc aide of UH Wn" as Uu Dalwradel mmetOon SOFFIT. STAPLE DIAMOND PATTERN ALC15001 F112194-113 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. 0 CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-fe or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Ka = 0.85 7. V„h is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20.3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind,Pressures for Soffits in. Exposure B Building Type. Zone Mean-: Roof Height ft Basic Wind Speed mph) 120 .' 130 140 150 160 176 180 . 190 200 Enclosed 4 20 16.9 19.8 22.9 26:3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 36.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30:0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 1. 17.8 1 20.5 1 23.3 26.3 1 29.5 1 32.9 1 36.4 ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind'Pressures for Sciffits in Ex 'osute C Building Type Zone Mean Roof Height ft Basic Wind Speed Mph) 120 ' 136 140 1.50 160 • 170 180 190 200 . Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 1 16.0 18.8 1 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 1 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 27.2 1 31.0 35.0 39.2 1 43.7 48.4 ALC15001 FL12194-R3 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' Roof He'i ht.ft Basic Wind Speed mph) - 120 130 146 150 ', 160' 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 1 -86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 1 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 1 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 1 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 1 20.2 1 23.7 1 27.5 1 31.6 1 35.9 40.5 45.4 50.6 1 56.1 ALC15001 FL12194-R3 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 t/B' HEM 1 5/r T ISOMETRIC VIEW 37F Row UnSK VIEW air MAN ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 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"' 1 1/8" HEM T 6"FASCIA 7" BLANK ISOl1ETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-113 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 assufance changes throughout the duration for which this report 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 1 B' BLANK 3 / 8 PROFILE 2.625 REF. 50 TYP. D DDDDD DODDD-L DDD0D0 DDDDD DDDDDD 0 0 0 0 a MM ,MMi PAW M (W"I of $I Mm #wlm M SWE WWr'W AS fens, ALUMINUM COILS, INC Soffits Appendix D ALCIS001 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 31/8" 7/8" 31/8' 3/8" S/16' 1/2' r/S. 1/2' 1/2" 1/2" W 1/8" :3/8' 13.75" BLANK 3/8" PROFILE 1625 REF. so Tw. 00000 ODD000 0.0000 e 000000 00000 Moe IILMw CAfl IM fRu. St.n L LNM FORM M $w/e pQCOOW AS IOBSI END OF REPORT ALC15001 FL12194-R3 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. 4/2812017 Florida Building Code Online eCIS Home I Login I User Registration i Hot Toplc j Submit Surcharge - Slats a facts Product Approval t" USER: Public User Product Approval Menu > Prod hct or Anolintlon Se.prch > Application List > Application Detail FL 9 FL5444-RLO Application Type Revision Code Version 2014 Application Status Approved Comments Archived droduct Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 18 Moores Road Malvern, PA 193SS 610) 651-SS47 mark. d. harner@saint-gobaln.com Authorized Signature Mark Harner mark. d.harner@saint-gobain.com Technical Representative Mark O. Harner Address/Phone/Email 18 Moores Road Malvern, PA 1935S 610) 651-S847 Mark. D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nleminen the 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 1 Validation Checklist - Hardcopy Received ertlficate of Independence FL5444 R10 COI 2016 01 COI Nleminen adf teferenced Standard and Year (of Standard) Standard Year ASTM D3161, Class F 2009 ASTM D3462 2009 ASTM 071S8, Class H 2O08 quivalence of Product Standards ertified By iections from the Code nttps:/twww.Uoridabuilding.orglpr/pr app dU.aspx?param=wGEVXQwtDgtahlgO7CSsoycOr128CcpCJinUeXw7ibKvlUzOW4hL8w%3da/o3d 1/2 4J2812017 Florida Building Code Online 0 product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved lit Method 1 Option D 12/08/2016 12/14/2016 12/15/2016 02/07/2017 FL # Modet, Number or Name Description CertainTeed Asphalt Roofing io cut-outs), laminated and architectural 5444.1 Shingles asphalt roof shingles Omits of Use Installation Instructions FL5444 Rio II 2016 12 FINAL ER CERTAINTEED AsohaltApprovedforuseinHVHz: No Shingle FBy: Approved for use outside HVHZ: Yes NlrVerifiedBy: Robert Nieminen, PE PE-59166Robert Impact Resistant: N/A Created by Independent Third Party: YesDesignPressure: N/A other: Refer to ER Section 5 for Umits of Use Evaluation Reports FINAL CERTAINTEED AsnhaltFL5444RioAE201612ER Shinale FL5444-RIO.odf Created by independent Third Party: Yes Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: BSo-487-1824 The State of Florida is an AA/MO employer. Coovdaht 2007.2011 state of Florida.:: Privacy Statement :: Accessiblllti Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronicmalltothisentity. instead, contact the office by phone or by traditional mail. if you have any questions, please contact SS0.487.1395. 'Pursuant to Section4SS.27S(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they haveone. The emalls provided may be used for official communication with the licensee. However email addresses are public record. if you do not wish to supply a personal address, please provide the Department with an email address. which canbe wade available to the pudic. To determine If you are a licensee under Chapter 4SS F. ck Product Approval Accepts: ED ON Ilrt= M Credit Card Sate https:/ twww.floridabuilcring.org/pr/pr_ppp d0.aspz?param=wGEVXQwtDgtahlgO7CSsoycOr128CcpCJinUeXw7ibKvlUzOW4hL8w%3d%3d P71a i EXTERIOR RESEARCH & DESIGN, LLC. 1 `•-r, i Certificate of Authorization N9503 I TRINITY' ERD 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 F EVALUATION REPORT AX: (203) 262-9243 CertainTeed Corporation Evaluation Report 3S32.09.OS-Rii 20 Moores Road FLS444-R10 Malvern, PA 19355 Date of Issuance: 09/22/200S Revision 11: 12/08/2016 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 Sth Edition (2014) Florida Building Code sections noted herein. DEscRIPnow CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC iS07.2.7.1 / R90S.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. TrinitylERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in Its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The (Ac"lle sell appearing was authorized br Roben Nle been. P.E. on 12/06/2016. This does not serve as an electronically signed document signed, sealed hardcoples have been tansmltted to the Product Approval Admintstratce and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD 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. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, Is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY I ERD I ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertalnTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the Sth Edition (2014) Florida Building Code and Sth Edition 2014) 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 Pro a Standard Year 1S07.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O08 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 OS/27/2003 UL (TST 1740) ASTM 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 03161 04CA32986 12/03/2004 UL (TST 17401 ASTM D3161 OSNK07049 04/15/2005 UL (TST 1740) ASTM D3161 OSNK16778 05/12/2005 UL (TST 1740) ASTM D3161 OSCA16778 05/12/2005 UL (TST 1740) ASTM 03161 OSNK14836 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 OSNK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL(TST 1740) ASTM D3161 & D3462 LOCA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & 07158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.11684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & 03462 4786334434 09/16/2014 UL LLC(TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM 03161, D3462 & 07158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & 03462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM 03161, 03462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC(TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (QUA 962S) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, LLC. Evaluation Report 3S32.09.05-R11 Certificate 01 Autharrcattan 09503 FRC NON-HVHZ EVALUATION FLS444-R 10 Revision 11: 12/08/2016 Page 2 of 12 TRINITY I ERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", XT' 2S, XTr" 30 and XT'" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont'", Carriage House Shangle*, Grand Manor Shangle"', landmark'", Landmark'" IR, Landmark'". Pro, Landmark'" Premium, landmark'" TL, Landmark'" Solarls and Landmark"" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'"" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake', Presidential Shake"" IR, Presidential Shake TL'" and Presidential Solarls'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate'" and Highland Slate"' IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge"', Cedar Crest'", Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityjERO nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: SAA All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R90S.2.6.1 to ASTM 03161, Class F and/or ASTM D7158, Class H, Indicating the shingles are acceptable for us in all wind zones up to V„d = 150 mph (V,,x = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. S.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP i adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use In wind zones up to V„d =ISO mph (VI, = 194 mph). S.4.3 Classification by ASTM 071SS applies to exposure category 8 or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. S.4.3.1 Analysis In accordance with ASTM 07158 indicates the measured uplift resistance (Rd for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Solaris') exceeds the calculated uplift force (Fr) at a maximum design wind speed Of V„d = ISO mph (V„ I, = 194 mph) for residential buildings located in Exposure 0 conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.0S-R11 Certi/kate of Authorrtatlon #9S03 F8C NON-HVH2 EVALUATION FLS444-RIO Revision 11: 12/08/2016 Page 3 of 12 l\ i TRINITY i ERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 614320-3, per FBC Sections 1507.2.3, 1SO7.2.4 or R90S.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1SO7.2.7 or Section R90S.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturers published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. 6.4 f CT20r"', XTr- 'A 25, XT— 36, XT'" 30 IR: LOW AND STANDARD SLOPE ENGLISH 12" 305 am") (305 mn) (305 mm) v (25 mm) lantSealant v, (25 min) 5 SX (145 mm) 5 r/?' P6M traoa METRIC _ t3'fe- 13'/a" - 13Ue" - Lll..( mlfl"(25J)_Sealant figum 11.5 Use four nallrfor eurryJutl sbingfa STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for every full shingle (Figure 11-4). Asphait roofing cement meeting ASTM D45s6 Type If is suggested. Apply 1- (25 mn) spots of asphalt rooting cement under each tab corer. Figum 11-4. Usejour nails and six spot: Q%aspball aorrunl on sleep slopat ICA11TION: Excessive use of rooting cement can cause shingles to blister. 6.4.1 Hip & Ridge for CT20'XT'" 25. XTr" 30, XT'" 301R: Cut Shingles I I I I 2.. (50 ntn) Rernane 25mm)f ] ILIit——--!12 cap 305 mm) Shcap gleSnlnple shingle 1 Figure 11-24. pal tale, Awn hint back to make «sp Shingles anglisb dinuaulons sbou9r). 12" ( 365 mn) _--0 East i5"— 12501101 ? vc l Litman Figure 11.25: Inslalkrllon of t vps along do blps and r*4-- 6. 4.1.1 For ASTM 03161, Class F performance use BASF "Sonolastic• NP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Oeslgn. U.C. certificate of Authothation 99S03 FBC NON-HVHz EVALUATION Evaluation Report 3532.09.0S-R31 FLS444- R LO Revision 11: 12/09/2016 Page 4 of 12 6.5 6.5.1 TRINITY I ERD I ARCADIA'm I LOW AND STANDARD SLOPE STEEP SLOPE Use SIR nails fnr every fill shingle IOcatOLA :I. shown he Ion; Use Sit uaiis and FOUR spots of asphalt mofing cement for (%(w full shingle. as shaau helou..giplp :uphah ronfing cesuLto i'(2; nuu) fram edge of shio;le. Asphalt rnorm-, cemeal xx:eting.011 0.686 1 pe II is sugt;c.,ICd. I' M rinl had ltn tltd Ou f l't25mn1 t'rtSarml figtre 3: Lw sir tails f rr et-eq fill shingle. F/penv.j. I as sir utlls Burl fiat; sfxAs of aspGud Xyliq Cretrul an slerp Slopes. Hip & Ridee for Arcadia': Cedar Crest'", Cedar Crest' IR Use two (2), minimum 13:-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum Y..-inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from Its exposed butt edge and 1-inch from each side edge. For ASTM 03161, Class F performance use BASF "Sonolastic• NP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line''/. to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. Exterior Research and Design, U.C. Certificate of Authorization 09SO3 FBC NON-HVHZ EVALUATION Hand -sealing adhesive 1 /4" •— 4 3/4" — ( Dab of asphalt Icementbetween — 1„ shingle layers Evaluation Report 3532.09.OS-R11 FLS444-R10 Revision 11: 12/08/2016 Page S of 12 6.6 I BELMONT'": Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. 114• 135 mn) a tow I J--rosmm) 51a'I{Omm) o Adfitknd rails d.want TRINITY I ERD Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTb1 D4586 Type II is suggested. i rIC: f W M ; r tls rot,) -- •-- _ _ Rooting coma 6.6.1 Hip & Ridge for Belmont'": 6.6.1.1 Option 1: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. 6.6.1.2 Option 2: Shangle® Ridge 18' Exposure Remove tape from the right side and fastentT ' 8• SECOND the /Fasten l f left side II5/a. RIGHT FIRST LEFT Figure 17-19: lnslallation oj.Tbanglc® Rldge sbingles Figure 17.18. Slmlrgle• Ridgy Orr blps 111111 r111SM. 6.6.1.3 For ASTM 03161, Class F performance use BASF "Sonolastice NP1'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. dW iz)o1" Exterior Research and Oesign, I.I.C. Evaluation Report 3532.09.05-Rll Certiftcote o/AuthoAtoHan 99S03 FBC NON-HVH2 EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 6 of 12 6.7 6.7.1 6.8 TRINITY I ERD I CARRIAGE HOUSE SHANGLE® AND GRAND MANOR SHANGLEO: LOW AND STANDARD SLOPE Ise RI•e nails for every full Shangle. I'• -I., SAW e I6 own) (220 m1o) 1•tgnre 17••t (IsaJln! nnflrjntvvrryjrll GranAAlmmrShnngh', Qrr6ttvt Ifnttsc Sbvagla. a A'ntonrrlal S11110. STEEP SLOPE Um sewn nails :md three .yxns of :vI)hah roofing cen!ent fort -very fill Grind Slanor Shangle 11sc rice naiLS allfl Illeee 3ptl15 of asplluh mnfiug cemem for crag hill Carriage Ilouse Sliangle and Cicnlcnulal Slaw. Applr asphah woruig e-:utux 1' (2i sun) front edge. of shingle Plgurn 17•S). Aspllah nu!Rug cement mwing ASn(1•Li:(G Tlpe II Is suggested. mil res m-Xr _ 17;, aar.17•5. Wbrit iwlydUng Grind .14mvSbaagles on steep we miren w 4a and tdre spots ajasplurlt au JIag remenr. Hip & Ridge for Carriage House Shangle° and Grand Manor Shangle: Refer to instructions herein for Shangle° Ridge hip and ridge shingles LANDMARK'", LANDMARK' °" IR,,LANDMARK'" PRO, LANDMARI('a' PREMIUM, LANDMARK"" T.L; LANDMARK''" SOLARIS, LANDMARK"' SOLARIS IR, NORTHGATE: LOW AND STANDARD SLOPE METRIC DIMENSIONS 12- 143/4" 12" J_( 305 mm) --(375 mm)-- —(305 mm)- 7J' C'Irfr• iAt:f4.:.r114•Yt ii •:fT:If:4'.::ttJ.t: ea L I-I" (25 mnl) Relat aTape I"(25 mm) —I 1 ite. _ Nailable } Arm LANDMARK TL NorthGate: 134Y' 13" 131/2" 343 min)-- --(330 mm)-- --(343 mm)--1 Ir- I"(t5mm) 1"(25(111n)--I ---7 Agar 1.1.4. Cwfour nailsfar rrrq frill shht#e. Wlos NAS ING AREA 12• 14314' 12, f • t- (305 mm) (375 mm) (305 mm) -.-I r ( 25 ma! N Ing Loots nsllno . ad7t na4lre P 2S no Rating auras for low and standard dopes Omm 2:12 m 21:121 Nel Woven tit d his: Ines et tx*n On". Exterior Research and Design,LLC. Evaluation Report3S32.09.OS-RII Cert1/ leate oJAuthorizedon tt9SO3 FOC NON•HVH2 EVALUATION FLS444-RIO Revision 11: 12/08/2016 Page 7 of 12 STEEP SLOPE Use sis nails and four spoli of .uplmdt roofing cement for evety full L•mduuted sltingle. kc Itelo,t•. lihah rooingcemem should mcel W.Nt n4586 lYpc It..1ltphy I" spots of asphalt roofing cement uncle each corner and at ahem( 12' to 13' lu frotu each edge. METRIC DIMENSIONS 12"— —14s/a" --12"— 305 mm) (375 nun) 1 (305 mm) Release Tapernm)- LANDMARK TL I"—.! 25 mm) TRINITY. ERD 1" 25 mm) Nail Area _1. For Steep'' — Ptgnre /3-5: Use s& nads roof foar spots of zupb dt roofing cement on steep slopes. 25 inm) — — ROoling Cement NorthGate: STEEP 12' 144W 12 SLOPE --(305 mm)-- (375 mm)-- • --(305 mm) l NAILING Nailin Limds AREA y .r1'(25 mm) belwe6 I•plver 1'(25 rn nail'mes, f Rooting Cement Nailing areas for steep slopes (greater than 21:12) and "Stonn-Nalling" Nail between lower 2 nail lines as shown abase. 6.8.1 Hip & Ridge for Landmark'" landmark'" IR landmark'" Pro landmark'" Premium landmark' TL Landmark'" Solaris Landmark'"" Solaris IR, NorthGate: 6.8.1.1 Option 1: Shadow Ridge"' or NothGate Accessory 12' 97B' 305mm) (250mm) g15/1(i— 415/IG C — — C (125mm) 1 (125mm) 050mm) 0somm) i Notch for Notch for Centering Centering 13I/1' i12'( 337mmj Notches for/uignmem to305mm) LNlo1ches( orA41gn1)rnjm6fit(0 1 75/8' f the the Top Edge of the Pteabus 196mm) mm( tadnm) Capkr55/8 (141mm)Etposute — 1. English Dimension Metric Dimension Shadow Ridge'" Shadow Ridge'" Exterior Research and Deslgn, U.C. Evaluation Report 3532.09.0S-R31 Certlfleate of Authorization a9Se3 FOC NON•HVH2 EVALUATION FL5444•RIO Revision 11: 12/08/2016 Page 8 of 12 6.8.1.2 6.8.1.3 9 27:'3z 15t1 rim) IV tG'1125im`n} CertmL t^, fl•:Ith 13 114' —7— 337 tnm) IAlignm:a: notches to top Moil (194(M) prr"riMls cmase NorthGate Ridge tttttttttt . i i TRINITY I ERD 13 1/8" 333 mm)— 4-6 SIB' t68mm) 168mm 1 Centedng 131/4' Noah . I 1 337 mm) \Align thoW notches to top 7 5i8- edge d (19I mm) previous course. NorthGate Accessory 12- 05mm) LayhigNotch I I figure /3-20.• Use Paying nok:fxu to drier sbinglca ou hips and, ridges, and le locale I& coffeci avposum For ASTM 03161, Class F performance use BASF "Sonolastic° NP1'` adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Option 2: Refer to instructions herein for Cedar Crest"', Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R31 Certificate ofAuthorltoNon 89503 FBC NON-NVH2 EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 9 of 12 6.9 PRESIDENTIAL SHAKE1', PRESIDENTIAL' SHAKE"" LOW AND STANDARD SLOPE: Por lovv and standard slopes, use five nails for each full Presidential shingle as shown below. Nailing I.--- 40" Guide tines (1016 rfim) 5 1 A - 139 min) . 14 1/4" 11IY 9amm) (362mm) NOTE: Apply nails on painted guideline. Figure 16-6• Fasmninglhesi&nnai cold I'rerldmital TL Sbalm sbtn !ss on Iota and standard slopaa TRINITY I ERD IR, PRESIDENTIAL SHAKE TL'", PRESIDENTIAL SOLARIS'": STEEP SLOPE: Por steep slopes, use nine nails for each full Presidential shingle and apply I - diameter spots of asphalt roofing cement under each shingle tab. After applying 5 nails in between die nailing guide dries, apply 4 nails I" above tab cutouts making certain tabs of overlying shingte cover nails 1 EVV --- 4* - 4-* I I'diameter asphalt roofing cement 8 Figure /6-7.- fnstaiing PresldetUlal and Prestdentlal T/L SGaka sbittgler on sleop slopes. 6.9.1 Hie & Ridge for Presidential Shake'". Presidential Shake"" IR. Presidential Shake TL'". Presidential Solaris'": 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can'be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the ''tooth." Fasten each accessory with two fas- tenet's. The fasteners must be 13/4' long or longer, so they penetrate either 3/4" into the deck or completely through die deck. Presidential accessory comes In two different sizes: Accessory produced In Birmingham, AL -is 12' x 12'; Portland, OR produces 97/8- x 1.31/4' accessory. 6.9.1.2 for ASTM 03161, Class F performance use BASF "Sonolastic° NP110" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to Instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. 6.10 I HATTERAS'":. i LONE SIANDARO A140 SIEEP SLOPE: agare fSdr %warufng /tntto"rt.rbbigres ors fsiu• nuA.rimnlurrf Vopts ror hnt and sunrlattl SWIMS, use Gse nails for eadt fug Ilancnts dingle xc ANA,v AMC Exterior Research and Design, U.C. Certificate o/ Authorization #9S03 F6C NON•HVH2 EVALUATION M tan) 010.010 (P'10 Pm) l%to mni 1 L(?Sinai lo 1)- t 9 3M Roam) i jnn I c. r• rmtln,rgl; Iroanm.tN.yA•r M surpam/rf For qa'p tinpe-, w. me nods and L-Iglu ywta of mplalt Wading traeat hu catrh Intl (IAIC.AS sbbtgte as Whmw .dune. Applr t' t!jmal AhJtacicr snot of n)a9al eemem 4L\TM 0 4 W6'Qpc Il augestnq utuirr tArb nib mtarr. 1'rW Wn0c law placr, Mt tw1 e%posc cvvneoi. I:.urriox: tat audt nwfutg u104141 tea ntufe thiurlce to Whitt Evaluation Report 3S32.09.GS.R11 FLS444-R10 Revision 11: 12/08/2016 Page 10 of 12 TRINITY I ERD 6.10.1 Hip & Ridge for Hatteras"': 6.10.1.1 Option 1: Accessory for Hatteras 2 Figure 15-14. 18 tbree piece units separate to nrako 54 Hatteras Act:P.Story shingles 6.10.1.2 Option 2: Cut Hatteras Shingles 9„-- 230 ram) I I 8mm 18 460mm) ( 203 Cap Cap Cap Cap Shingle Shingle Shingle Shingle \12A(c mT\ Plgute 15-20: Cut Hatteras sllln& to make cova cap. Figure 15-21: Installation of caps along hips and rkla 6.10.1.3 for ASTM 03161, Class F performance use BASF "Sonolastic• NP11"" adhesive or Henkel "PLO Polyurethane Roof & flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATE'", HIGHLAND SLATE'" IR: t • • - LOW AND STANDARD SLOPE: STEEP SLOPE Pfguro d 1 %1. Uso RM nits for ccery Highland Salo sbbtgla Ilse PIPE nails and EIGHT spots of asphalt roofing cement* for each full Highland Slue shingle. for Mlami-Wde, SIC runs are required. Apply V dtameirr spots of aslihan tooling cemetn undm each tab comer. Asphalt roollng cemeal mceeng ASTM 04186 Type n 6 suggested. r r— IofTt• O"fN l Pb• dlilinatif 41T sa"I.Iw a rpsaml ° tfeiJn sweatier "" ^"" ' eWan YM+nI Real„q Conafa Figura 11 •jk Use Hr6 nails antdedghl spots ofaspbalt rooling omna it aradar eaeb tab erorner. CALMON: rizesshc use of fooling cemeol can cause shLtgles a blLster. 6.11.1 Hip & Ridge for Hishland Slate'", Hiehland 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-R11 Certi leate o/Authorisation 09503 F8C NON-HVH2 EVALUATION FLS444•R10 Revision 11: 12/08/2016 Page 11 of 12 6.12 PATRIOT`": LOW AND STANDARD SLOPE STEEP SLOPE Use. FOI III nails lilr Every full xhinglc lo(.ticd as shutett below. C117111 6•Ira I' [rml 1 _ _ i i'f3cnj ^ ISO 11ta1 l I.- 11-I.tr 13-is •}IC' 1 133,"1 !333n*.l Mr..ni j TRINITY; ERD t se F011R nails and (titer spina of asphall moving rcnlcnl for (-,VIT full shiurlc as ahou3l ltduu: Asph:dt avAmi; rl:ntcxt uucting.WTAI IIiiB( Tylx II is sugit;t-led. Appl 111i nuu) sltuls of axilla t 1(wtligl' cellielil :U silou•il. CAUrNI\: GNcessite use of ruofing rentenl can musc shin i:— to blister. i _ _ I* _ 1L3' I"1'IA xtl (on IrZ RaoRna CtatM I`m m IrnR: tSJ-q -I 6.12.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR, Shadow Ridge'", NorthGate or Shangle Ridge" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R90S.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named CIA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC— QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 3S32.09.OS-Rll Certificate of AutAoritation p9503 FSC NON•HVH2 EVALUATION FLS444•R10 Revision 11: 12/08/2016 Page 12 of 12 it •il• •! TRINITY EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate ojAuthorizotion #9503 353 CHRISTIAN STREET, UNIT #13 ERD OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report3S32.09.05-R11 FL5444-R10 Date of Issuance: 09/22/200S Revision 11: 12/08/2016 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 Sth Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words 'Trinity l ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 fie lacslmlle seal appearing was authorized by Robert Niernmen, P.E on 12/08/2016. This does not serve at an electronically signed doarment. Signed, sealed hardcoples here been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INOEPENOENCE: 1. TrinitylERO 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. TrinitVI ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved In the approval process of the product. S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Oesigner 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. TRINITY I ERD ROOFING SYSTEMS EVALUATION: SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the St" Edition (2014) Florida Building Code and 51h Edition 2014) 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 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM 03161, Class F 2009 1S07.2.7.1, R905.2.6.1 Wind Resistance ASTM 07158, Class H 2O08 3. REFERENCES: Entity Examination Reference Date UL (TST t740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM 03161 99NK26506 11/23/1999 UL(TST 1740) ASTM 03161 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 03161 04CA11329 05/24/2004 UL(TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM 03161 OSNK07049 04/15/2005 UL (TST 1740) ASTM 03161 OSNK16778 05/12/2005 UL(TST 1740) ASTM 03161 OSCA16778 05/12/2005 UL (TST 1740) ASTM D3161 OSNK14836 05/22/2005 UL (TST 1740) ASTM D3161 OSNK22800 06/22/2005 UL (TST 1740) ASTM 03462 R684 09/21/2005 UL (TST 1740) ASTM D7158 OSNK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM 03462 IOCA41303 10/07/2010 UL(TST 1740) ASTM D3161 IOCA41303 10/08/2010 UL (TST 1740) ASTM 07159 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 IOCA44960 11/11/2010 UL LLC (TST 9628) ASTM 03161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, 03462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM 03161 & 03462 4786334434 09/16/2014 ULLLC (TST 9628) ASTM D3161 & 03462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC ( TST 9628) ASTM D3161 & 03462 4787195678 02/09/2016 UL LLC ( TST 9628) ASTM D3161, D3462 & 07158 4797380356 10/26/2016 ULLLC (TST 9628) ASTM 03462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 47873803S7 11/08/2016 UL LLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Oesign, LLC. Evaluation Report 3532.09.OS-Rll Certificate of Autharifation a9S07 FBC NON-HVH2 EVALUATION FLS444-R10 Revision It: 12/08/ 2016 Page 2 of 12 J TRINITY I ERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", XT'" 25, XT'" 30 and XT` 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont'", Carriage House Shangle®, Grand Manor Shangle°, Landmark'", Landmark'" IR, Landmark'" Pro, Landmark'" Premium, landmark'"" TL, Landmark' Solaris and Landmark' Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGatel" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake'" IR, Presidential Shake TLI and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras"', Highland Slate'" and Highland Slate'" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot' is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an Intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge'", Cedar Crest', Cedar Crestrm IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. LIMITATIONS: S.1 This is a building code evaluation. Neither TrinityJERO nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVH2 5.3 Fire Classification Is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: SAA All shingles noted herein are Classified in accordance with FBC Tables 1S07.2.7.1 and R90S.2.6.1 to ASTM D3161, Class F and/or ASTM D71S8, Class H, Indicating the shingles are acceptable for us in all wind zones up to V„d = 150 mph (Vitt = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM 03161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application Instructions, for use in wind zones up to Vnd =ISO mph (VAt =194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D71SS indicates the measured uplift resistance (RA for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Salads'") exceeds the calculated uplift force (Fr) at a maximum design wind speed of V„d = 1S0 mph (V„1t = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Oesign, U.C. Evaluation Report 3S32.09.05-Rlt eerdlicate of Authorhadon #9503 FBC NON-HVH2 EVALUATION FLS444-R 10 Revision 11: 12/08/2016 Page 3 of 12 J TRINrry ! ERD INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R90S.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R90S.2.S. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. 6.4 CT*", xrm 2S, XT- 30r XTr" 30 IR: LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12" 12" 305 nm)-+ (305 am)-+ (305 um) r v(25mm) _ Sealant 1••(25mm)- 5 s/a" (145 nun) 1 — S I/r lot food T METRIC 131X' iT/V 134e" 1.'(25mm) — Sealantlant 1"(25mm)-j 6 I fe" T Figure 1t•3.11safournullsforctteryfull sbin#e. Use four naps and six spots of asphalt roofing cement* for every full shingle (Figure 11-4). Asphalt roofing cement mceling ASTM B4586 Type lI Is suggested. I - Rooting Cement Apply 1" (25 mn) spots of asphalt roofing cement undot each tab carnet. Figure 11.4.Usefouraads and stxspatsofaspWcwnmIonsk+ Apes CAtfl' ION: Excessive use of roofing cement can cause shingles to blister. 6. 4.1 Hip & Ridee for CT20". XTm 2S. XTr" 30, XTt" 30 IR: Cut Shingles 251mn-• 1+ M 2"( 50nm),`Remove, t .. 12"(305mm)r — — ( t25tnm) a _ _ 12" 5 tcc lCap 305mm) %S Shingle I ,le sh y p\ anQ Figure 11.24. 041 labs, then bins back to aut6o cap shingles ``ca l2 \ot N E446dinmulontsboan). Figure I t•25: Installation gjoaps along I& hips and rr<l w. 6. 4.1.1 For ASTM 03161, Class F performance use BASF "Sonolasticlv NP3'"" adhesive or Henkel "PL' Polyurethane Roof & flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Oesign, I.I.C. Evaluation Report 3S32.09.0S-R11 Certificate of Authorltadon 09S03 FBC NON-HVHI EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 4 of 12 6.S 6.5.1 I TRINITY I ERD I ARCADIA'": LOW AND STANDARD SLOPE STEEP SLOPE Use SIX nails for even• fill shiagle located as sltgpiiv helot . Else Sit n:dls aild FOUR spots of ziAtaft loofiug ccsurnt for teen full shingle as :hoot/ helaw..Appiv. yvplialt roafiag ccti t t 1'(2i itit11 Cram edge of shingle. drydlalt nNlfing cemelt meeti11:1..S'rM n 4586 Type If is sa`gc tcd. f VIM atol 1' 1190M f4altu Ndi WOO*--rG9rau 1'12S®1-- Figure 8: Gar sir uuds for acvgjltll shingle. ED Figtat• ;i: be .dt trade tad frrue spr tr rlrasplxdt ITx f t{t collie/d an strop slopes. Hip & Ridee for Arcadia': Cedar Crest'", Cedar Crest"" IR Use two (2), minimum 1%-inch long fasteners per shingle. for the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum V..-inch embedment into the deck, or full penetration through the deck. for each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic• NPi'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or Pt. adhesive between the shingle layers. Exterior Research and Oeslgn,L1C. Certificate OfAuthorization a9503 FRC NON-HVH2 EVAWATION Hand - sealing adhesive 1/ 4" 4. 3/ 4" — I Dab of asphalt cement between shingle layers t Evaluation Report 3S32.09.0S-R11 FLS444- R10 Revision 11: 12/08/2016 Page S of 12 TRINITY j ERD 6.6 BELMONT'": Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and EIGHT spots of 53•(16mn) Use FIVE nails for every full Belmont shingle, located as shown below. o AWitiaa l mds d ItVAR! 6.6.1 Hip & Ridge for Belmont"": asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement V (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTA1 D4586 Type II is suggested. f see• ae r[nl 45 mn) \ --•-- fiodap Ceman 6.6.1.1 Option 1: Refer to instructions herein for Cedar Crest'", Cedar Crest' IR hip and ridge shingles. 6.6.1.2 Option 2: Shangle° Ridge 18• Remove tape Exposure from the right side 1 • ' 8• and SE fastenase Fasten the Remove left side 85r'e' RIGHT This Tape FIRST LEFT flgurc 17-19, hislallation ofSbangle® Ridge sbingles fture 17-18.• tihangleo Ridge. on b/ps and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design,LLC. Evaluation Report 3532.09.05-RIL Certfleate of AuthoRtatlon p9S03 FBC NON-HVH2 EVALUATION FL5444-R 10 Revision 11: 12/08/2016 Page 6 or 12 6.7 6.7.1 6.8 TRINITY 1 ERD CARRIAGEHOUSE SHANGLE® AND GRAND MANOR SHANGLEO: LOW AND STEEP SLOPE STANDARD SLOPE live nails for even, full SI(angle. 1--(25 mm) 05 arts) F- * j —1 S/U 83/y.. 16utm) A ) Figmtr 17-•t: 1wfitat na1G%nr tvmy fill taanAalatw CMngb•. Ginrh/ge llatua Sbtalyla or Ccaleaalnl Stifle. Use seven nails .t((d lhrec spurs of asphah routing cement for every hill (amid Slanor Shaaglc. h41. rove mtils and (farce s1wx5 (if a..plull totaling centttu for every full Carriage fit = Spangle and Cemeanial Slalc. Apply asphah ronfing remcn( 1' (2i sun) from edge of shingle Plprtry 17.5). Asphalt totaling Centdl( ttteding A S M D4586 1 1%e 11 Is sugges(cd. V1mr, Fw Figan" 17.5.• IPben iasin01ag Gmad.1hincrSbattg4rs tansltrpslupv. Ilse satwo aaill and Ibtre sprit tfasphidl mnfln8 rearal. Hip & Ridge for Carriaee House Shanele' and Grand Manor Shanlale: Refer to instructions herein for Shangle• Ridge hip and ridge shingles LANDMARK'", LANDMARK"!! IRA LANDMARK!" PRO, LANDMARK'"' PREMIUM, LANOMARK"A TL, LANDMARK'"" SOLARIS,. LANDMARK"" SOLARIS IR, NORTHGATE: LOW AND STANDARD SLOPE METRIC DIMENSIONS 17, 14314" 17' mm) --(315 mmj-- --(305 Aim)- 25 mnl)- rl -- NailableT A(& LANDMARK It NorthGate: IPY' 13" 131h" 343 aim)- --(330 mm) --(343 mm)--1 I"(25 mm) 1" (25 mm) l7gum l,f•d: L•K• jots tm/G for tv rrl ft0 sbiogl t•.1r,e MWXV tom' Ir 14 Y4' -2' 305 mml 1375 mml --- + (305 ma() —1 r 1' (25 mm) Haling Lib A o Qt na I Ira 1' (25 M) ti— j Ha bng areas for law and dandard'Wp s (Nil" 2:12 to 21:121 Nil 9atoe"11 wlgmt R bow Ir:e1 a t 4-4M71 ewr:4. Exterior Research and Design,lLC. Evaluation Report 3S32.09.0S-Rll Certi irate al Authorization 89503 f9C NON-HVH2 EVALUATION FES444-R 10 Revision It:12/08/2016 Page 7 of 12 TRINITY I ERD STEEP SLOPE Use six nails ;,nd four spots of asphak roofing centem for every full LANDMARK TL Fuuin:ued shingle. ,ce heloa•. Asphak roofing cement should nice, A51;N B458611pc If..kppty I' spots of asPh:dt roofing ccmem unde r(343 13"- 131h'L--{ each corner and ut about 12- to 13' Il, (roll, each edge. mm) (330 mm) (343 mm) METRI( DIMENSIONS 1+-1"(25 mm) H"( 25MM)1-401JI I — 12"— 143/4" 1( 305 ntn) (315 mm) (305 mm) (25 mm) I - - - -(25 mm) ra,t.—.,:: •:. Roofing Cente let Tape 1" (nm)"•+ Nail Aim_'!_ — I For Ste Figure 13•5: use svr nails andfour *W of I"-r I-- -•- I" aspbdt rogJirtg cement on $leep slopes. 25 mm) (25 trs,,; Roofing Centenl NorthGate: STEEP 12" 14-114" 12" SLOPE ---(305 mm)— (375 mmj--- -(305 mm}- NAILING Nailinq LimitsAREAI - 1'(25 mm) befixee Nvr 1"(25 mm)-- -- na tnes. Too ing 5min- -- Nailing areas for stoop slopes (greatot than 21:12) and "Storrn"Nalling" Nail between lower 2 nail Ines as shown above. 6.8.1 Hip & Rldize for landmark`'" Landmark'" IR Landmark'"" Pro Landmark'" Premium,landmark^' Tl Landmark' Solaris Landmark"'" Solaris IR. NorthGate: 6.8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12, 97. 305mm) (250 m) 415/Iti 4t5/tC— G 8' (125mm) (125inm) 150mm) (150mm) Notch for Notch for Centerint Centering 131/4' T (337mm) Notches for Alignment m Notches for Allpnment to 2. the Top Edge of the Previous / 5N the Top Edge of the ExposPrevioer (180mm) L pp lor5SiB'(141mm)E xpWute1rapforS (125nm) Exposure English Dimension Mettle Dimension Shadow Ridge'" Shadow Ridge - Exterior Research and Oesign, I.I.C. Evaluation Report 3532.09.05-Rll Certiticote ofAuthorization 09Se3 FOC NON•HVH2 EVALUATION FLS444-RLO Revision 11: 12/08/2016 Page 8 of 12 iRINITY'ERD 9 27.132' 2sn nw; 13 1/8• Tcentnlag tl lch 85/8'--85/8'-• I68 mm I 168 mm 13 IA, 337 rrm) Nign thiie / r0411e1 10 top tshte at p;a.7Q112 [af rSa 7 516' 194 mm) Centedng 13 1/4• ` Notch 337 mm) / Atign natahas o tap edgedof to 7 - 194 nun) I previous course. NorthGate Ridge NorthGate Accessory a' Alit Laying Natch I I I I 5' (t2gmm) I I I Ir E>'Posute 1 . rrmlDCr' Ftg/aa 13-20• Uso laying nolcbes to centar sbtngfes on Gips and HAw, and to 1wate'1ba coned exposnte 6.8.1.2 for ASTM D3161, Class F performance use BASF "Sonolastic• NP1-" adhesive or Henkel "PLO Polyurethane Roof & flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest" IR hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R11 Certgfcote Of Authortratton 09S03 f8C NON-NVH2 EVALUATION FL5444•RIO Revision 11: L2/08/2016 Page 9 of 12 r r TRINITY I ERD 6.9 PRESIDENTIAL SHAKE"", PRESIDENTIAL SHAKE"" IR, PRESIDENTIAL SHAKE Wm, PRESIDENTIAL SOLARIS'": LOW AND STANDARD SLOPE: For low and standard slopes, use live nails for each full Presidential shingle as shown below. Na8lttg I•--- 4(r Guide U nes (1016 mm) 1 /4' 5 133 mnt) 1 141/4' t 117 4Aamp 362mm) NOTE: Apply nails on painted guideline. Figure M-6.• Fasiming Preslrlenual and Presidential TL SLako shingles on lour and standard slopes. STEEP SLOPE - pot sleep slopes, use nine nails for each full Presidential shingle and apply 1' diameter spots of asphalt tooling cement under each shingle lab. After applying S nails in between the nalling guide Wes, apply 4 nails V above tAb cutouts making certain tabs of ovrrlitug shingle cotter nails. I' diameter asphall roofing totem Figure 16--7: Fastening Presidential and Pres1knital TA Shake sbtrlgles on Slav slopes. 6.9.1 Hip & Rid a for Presidential Shake', Presidential Shake"" IR Presidential Shake TL""' Presidential Solaris'': 6.9.1.1 Option I Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingleS.up.to the ridge (expose no more than 7" from the bottom edge of the -"tooth." Fasten each accessorywlth two fas- tener's. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' into the deck or completely through die deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham,.AL•Is 12" x 12"; Portland, OR produces 97/8' x 13 E/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NPI'"" adhesive or Henkel "PL10 Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest"', Cedar Crest'" IR hip and ridge shingles. 6.10 I HATTERAS"": LOW, STANDARD AND STEEP SLOPE: jltpw 15q4 MIA•411l(ill Lour alkiman dthd.1o/trr ter ttnr and stantktnl slopes, use Gus n:dls foe each full twera stdnAle ac Jxlou 1dwriv. Ho",• /i.lveo7r•ninp I"mm<aNuyl(y ml Akrp.<nu/ra r„r uerp dtyte,s a t• rtc tads and MAN ..4W of :tythax ronntA Mrtu for mrh ILA uA teeZ sldnalt• as theta altore .4114Y 1' YS,nnti iUana4tr slue of rotting « acetic (A.STU D •IS8611pc II 0MAcdl uM4r cnh nth comer. I'ms sldegk Wit plus; do NO tTrytsc rentM. CAUTION: Tat Much ratline crnuatt uM cease Aittgltr to Mist,%. Exterior Research and Design, U.C. Evaluation Report 3S32.09.OS-R31 Certificate olAuthoritation 09S01 FBC NON•HVH2 EVALUATION FL5444•RIO Revision 11: 12/08/2016 Page 10 of 12 TRINITY I ERD 6.10.1 Hip St Ridge for Hatteras'"': 6.10.1.1 Option 1: Accessory for Hatteras K Figure 15-14: 18 three place units separate to make 54 Hatteras Acceuory shingles 6.10.1.2 Option 2: Cut Hatteras Shingles g.. 230 min) 77II I I —'{ Fas\ L — — —I— — — 11i'. 8' M1, t8 (A60 minl%\ S 460mm) ( 203 — — ; `Z51 Cap Cap Cap Cap Shingle Shingle Shingle Shingle l2gpm Figure 15-20: Cut Hatteras shingles to wake comer cap. Fil;ure 15-21: Instalkilon of caps along hips and ridRw. 6.10.1.3 For ASTM 03161, Class F performance use BASF "Sonolastic° NP11""r adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.21 HIGHLAND StATEim,HlismLAND SLATE'"" IR: LOW AND STANDARD SLOPE: S1EEP SLOPE: L s,urf+a Ia nlnaa ral6u six raft (h" rdN f•M-nitktaraamtsnsr mbV as **MO. l— f/gam I l-,I: Um FAT nalir for etoy 11(ghland Vale sbingla Use Fn'R nails and RIGHT spots of asphalt roofing cement, for each full Highland -late shingle. For MuniA3de, SIX trails arc required. Apply I' diameter spots of asphalt rooeng cemem under each i2h comer. Asphalt tooling canent ateeiing AS1M WS86 Type 11 Is suglesud. IVW-M j 020-4 Ora. -I VA-4 RrWI mom_ r Ynriit wrMNb ,. Saal fl r let dYct.a an' Mir aaw M en.nt — — Rooftip G nera Fip"re 11 •jk Mo FIFE raids and e/g& spots ofmpeau Mfifip mulast aridar ertch IaAmrncr. CAVf1UN: Lrcessive use of rooeng cement can cause shingles to blister. 6.11.1 Hip & Ridge for Highland Slate'", Highland Slate'"" IR: Refer to instructions herein for Cedar Crest', Cedar Crest' IR or Shangle Ridge' hip and ridge shingles. Exterior Research and Design, U.C. CerHlfeare o/Authorization 09503 FEIC NON-NVH2 EVALUATION Evaluation Report 3532.09.05-Rll FLS444-R10 Revision 11: 12/09/2016 Page 11 of 12 V TRINITY I ERD 6.12 PATRIOT'": LOW AND STANDARD SLOPE STEEP SLOPE list FOUR naih fur c en' full shiuglc loaded :IS shown below. Saalml sun• ---1•(:.an1 i•+rcF--' - l'-5 mn1 Isar -{— Lain' —{ eey nleecl ( n.v*s Use I't 111t nalk and four spnla of asplull soling wind fur c%rn• full shingle as shniva Ik nv. tLgll all fMJfxls' minenl04586 Type It is sinkgc Acd. Apply I'(LS ono) slsuls of asph:dl nnifing W11011 : v; sltoss•u CAU11OK: E cessive use of roofing amid cau cause aliftiWs to blisier. i hseamj i • ••, Reaxea Comeet LIC4 IMAM. 6. 12.1 Hip & Ridge for Patriot': Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR, Shadow Rldge'", NorthGate or Shangle Ridge' hip and ridge shingles. 7. LABELING: 7. 1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7. 2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507. 2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUAUTY ASSURANCE ENTITY: UL LLC — QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1111 certificate Of Authorbadon 09S03 FBC NON-HVHZ EVAW ATION FL5444-R10 Revision IL: 12/08/2016 Page 12 of 12 A Florida Building Code Online i SCIS Home tog In User Registration Hoc Topic Submit Surcharge i stets & Facts I Publications FSC stag aaS site Map unks i search F rich r - al Product Approval gg n USER: Public User L 7W A{LiT ' Pmd,rt Anneal Man, > Product er Aeelicatlen Search > Aeollradan t let > Application Detail a is FL # FL15216-R2 Application Type Revision. Code Version 2014 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way' Mission, NON -US 00000 551)574-2939 mtupas@lnterwrap.com Authorized Signature Eduardo Lozano elozano@lnteewrap.com Technical Representative Eduardo Lozano Address/Phone/Email. 32923 Mission Way Mission, NON -US 00000 . 778)945-2891 elozano@lnterwrap.com Quality Assurance Representative Address/Phone/Email' Category. Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nleminen• Evaluation Report Florida license PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract'Explratlon Date il/17/2017 Validated By John W: Kneievich, PE EI Valldatlon Checklist - Hardcopy Received Certificate of Independence FL152i6 R2 COI 2015 01 Cot Nleminen.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code bttp//www9oridebuilding.orWpdpr_app• dtL"px7param-aOEVXQwtDgv3yVVKJZIQRAd y[2ugkQOQyljaHhVeiOpVSvxwSdCoQ%3d%3d(&'242017.1:57:59.P.M1-.... Florida Building Code Online N 1507.2.3 iSO7.5.3 1507.8.3 1507.9.3 1507.9.5 T1507.8 Product Approval Method Method 2 Option B Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval OS/04/2015 Date Approved 06/23/2015 Summary of Products FL * Model, Number or Name Description 15216.1 RhlnoRoof Underlayments Synthetic roof underlayments Limits of Use Installation instructions Approved for use In HVHZ: No FLIS216 R2 it 201S 04 FINAL ER INTFRWRAP RHiNOROOF FLIS216- R2-odApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nleminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Llmlts of Use. Evaluation Reports FLIS216 R2 AE 2015 04 FINAL ER INTERWRAP RHINOROOF FL1S216- R2.odf Created bjr Independent Third Party: Yes QWX us :; 2601 Blair Steno Road, Tallahassee FL 12199 Phone: 8Sm-487-1824 The State of Florida Is an AA/EEO employer. r'.00vrleht 2007-2mr: SLta of Flertda. ;; Privacy Statement ;: Accessibility ctarament :; Under Florida law, email addresses are public records. If you do not want your e-mall address released In response to a publlorecords request, do not send eiecoonlc mail to ttils entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 8S0.487.139S. 'Pursuant to Section 455.27S(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the llrtnsee. However email addresses are pudic recprd. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., Please dick bt — Product Approval Accepts: Credit Card Safe hap//www.floridabudding.org/pr/pr_app_ddaVx7pamm--vGEVXQwIDgv3yV VKJ21QRAdhyl2u8kQGQyljaHhVeiOpVSvxwSdCoQ*1.3d%3d[&2412017 1:57:5%PM] ... J PTRINITYIERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 3S3 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Interwrap, Inc. Evaluation Report 140510.02.12-R2 32923 Mission Way FL15216-R2 Mission, BC V2V-6E4 Date of Issuance: 02/17/2012 Canada Revision 2: 04/27/2015 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 Su' Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 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 "Trinity) ERD 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 3. Prepared by: Robertl.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The raostmlle seal appearing was authorised by Robert Niamlran, PX on Oa/27/2015. This does not am as an electronically sl&ned document. Signed, sealed herdooples have been transmitted to the product Approval Administrator and to the named client CERt1FICAt1ON OF INDEPENDENCE: 1. TrinitylERD 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. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products It evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest In any other entity involved In the approval process of the product. S. This Is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, In any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. N l 1 KINIIY I ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the Intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3,1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3,1507.9.3,1507.9.5 on Heating 1507.2.3,1S07.S.3,1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 200S 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference Date ITS (TST1S09) Physical Properties 10OS39395COQ-006 10/27/2011 ITS (TST3509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 Is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM 0226, Type I or Type II felt or 04869 Type II felt. RhinoRoof Underlayment is available in 424nch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 This Is a building code evaluation. Neither TrinityJERD nor Robert Nleminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhlnoRoof Underlayments may be used with any prepared roof cover where the product Is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TAatE 1: ROOF COVER OPTIONS Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes Slate or Shingles Shingles Simulated Slate Rh1noRoofU20 Yes No No I Yes I Yes No 5.6 Exposure Limitations: 5.6.1 RhlnoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be Installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published Installation instructions and the requirements for ASTM D226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be Installed. Exterior Research and Design, U.C. Evaluation Report 140SI0.02.12-R2 Cerdf Cote ofAuthorfzadon #9503 FL1S216-R2 Revision 2: 04/27/201S Page 2 of 3 410 P TRINITY I ERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhinoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-Inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples Is prohibited. 6.4.2 Slnale Laver: Roof Slope > 412: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-Inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole In accordance with Interwrap published instructions. 6.4.3 Double Laver: 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-Inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted In 6.5, but maintaining minimum half -width plus 1-Inch side (horizontal) laps, resulting In a double -layer application. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20.3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc: ETL/Warnock Hersey — QUA1673; (604) 520-3321 Exterior Research and Design, LLC. Certificate of Authorization #9503 END OF EVALUATION REPORT - Evaluation Report 140510.02.12-R2 FL15216-R2 Revision 2: 04/27/201S Page 3 of 3 QfTRINITYIERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada EXTERIOR RESEARCH & DESIGN, LLC. Certiflcote of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-R2 FLiS216-R2 Date of Issuance: 02/17/2012 Revision 2: 04/27/201S 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 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhInOROOf Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 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 I 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 "Trinity IERD 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 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The tacsimRe seal appearing was authorized by Robert Nleminen. P.E on 04/27/201S. This does not serve as an electronically signed document. SI`ned. sealed hardcoples have been transmitted to the ProduR Approval Administrator and to the named dient CMIFICATION OF INDEPENDENCE: 1. TrinitylERD 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. Trinityl 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. I TRINITY I ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing In accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3. 1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1S07.8.3, 1507.9.3,1507.9.5 on Heating 1507.2.3,1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: fafiw Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment Intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42•inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 5.2 5.3 5.4 5.5 5.6 5.6.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, Is/was used for permitting or design guidance unless retained specifically for that purpose. This Evaluation Report is not for use in the HVHZ. Fire Classification Is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes Slate or Shingles Shingles Simulated Slate RhlnoRoof U20 Yes No No Yes Yes No Exposure Umitations: RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Umltations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published Installation instructions and the requirements for ASTM D226, Type I or II or D4869, Type 11 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, U.C. Evaluation Report 140510.02.12-R2 Certificate of Authorization #9503 FL15216-112 Revision 2: 04/27/2015 Page 2 of 3 ITRINITYIERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhlnoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-Inch roofing nails with a 3/8-Inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-Inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Laver: Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface Is required. When batten systems are to be Installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published Instructions. 6.4.3 Double Laver: 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-Inch. Double layer application; begin by fastening a half -width plus 1-Inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. S. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 140510.02.12-R2 CerH/Ucate of Authorization k9503 FL1S216-R2 Revision 2: 04/27/201S Page 3 of 3 4/28/2017 Florida Building Code Online r— . • _ • f ,:,i/r..;,.:7.,.. carat{.=Ii,.•'0 BCIS Home I Log In I User Registration I Hot Topics i Submit Surcharge I Slats S Facts I Publications I FBC Staff j SCIS Site Map I Unks i Search Product Approval USER: Public User Product Approval Menu > Product er Apdiratlon Search > Agplirntion List > Application Detail t%i • [4'% fr%? FL # FL12328-R7 Application Type Revision I ••• Code Version 2014t. j Application Status Approved t Comments Archived ; Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri—eden@tamko.com Authorized Signature Carter Lea carter_lea@tamko.com Technical Representative Kerri Eden Address/Phone/Small PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden@tamko.com Quality Assurance Representative Address/Phone/Emal I 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 Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12328 R7 COI TBP14001.3 2014 FPA TAMKO Underlavments- FINAL, adf r Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2009 ASTM D226 2006 ASTM D4869 2005 ASTM D6380 2003 ti Equivalence of Product Standards L: Certified By y Sections from the Code httpsltwww.floridabuilding.orgior/pr ppp dtl.aspx?param=wGEVXQwtDgtF2AezuarjgOlAramOGm5e%2bS%2baRvkOl3ThCOriWi58TO%3d%3d 1/4 4/28/2017 Florida Building Cade Online , Mir., Te 0'•t1'•c.jl[ XY' r° ice• .+ ry.• rpp. is kr y: !: c: • > ti Yr..rr:$t • a'i ot•: • Pc r , ; •.':,}.: •: ;'f' fir„ X:!•:f,t f,?,, Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 08/23/2016 08/23/2016 08/25/2016 10/13/2016 ummaryafProGticts---'—^•----::....._._.........._ __._ _._ :. __ . _..__..._...:..... __ :.:... FL tt Model, Number or Name Description' _ 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R7 It TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO U nderlavments-FINAL. odf Created by Independent Third Party: Yes _ 12328.2' ASTM Tile Underlayment :. Coated organic underlayment ' Limits of Use Installation Instructions v , Approved•for use In HVHZ: No FL12328 0 If TBP14001.3' 2014 FPA TAMKO Approved for.use outside HVHZ: Yes Underlavments=FINAL. odf Impact Resistant: N/A Verified By; Zachary R. Priest 74021 Design Pressure: N/A- Created by Independent Third Party: Ye''s • • •; Other: See evaluation report for limits of'use. Evaluation Reports FL12328 R7•AE TBP14001.3 2014 FPA"TAMKO •- U nderlavments-FINAL. adf Created by independent Third.Party;'Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Installation Instructions Approved for use In HVHZ: No EL12328 R7 II TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL. odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO Underl avments-FINAL. odf Created by Independent Third Party: Yes 12328:4 Moisture'Guard Plus'` ..' A self=adhering modified biturnen:6ndedayment.' Limits of Use Installation Instructions - Approved for use In HVHZ-..No FL12328 R7 II TBP14001.3 2014 FPA TAMKO, Approved for use outside HVHZ: Yes :: _ Underlavments-FINAL:bdf Impact Resistant: N/A Verified By::Zachary. R. Pelest 74021 Design Pressure: N/A • .. :' report Created by -Independent Third Party: Yes Other: See evaluationfor limits of use. Evaluation Reports :•- :, EL12328 . R7 AE TBP14001.3 2014 FPP TAMKO ' Underlavments- FINAL. odf Created by Independent Thlyd'Party:.Yes .. 12328. 5 ( No. 15 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use In HVHZ: No FL12328 R7 II T8P14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL. odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TSP14001.3 2014 FPA TAMKO Underlavments- FINAL. odf Created by Independent Third Party: Yes 12328. 6 No. 15 UL 'Asphalt saturated organic felt __ I Limits of Use Installation Instructions Approved for use in HVHZ: No . FL12328 R7 II TSP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL.odf Impact Resistant: N/A. Verified By: Zachary R. Priest 74021 helps:/ Avww.floridabuildingorg/pr/pr app dtl.aspx?param=wGEVXQwIDgtF2AezuarjgOlAramDGm5e%2bS%2baRvkOl3ThCQrPNi58TQ%3d%3d 2/4 4/28/2017 Florida Building Code Online Design Pressure: N/A Other: See evaluation report for limits of use. Created by Independent Third Party: Yes Evaluation Reports FL12328 R7 AE TBP14001,3 2014 FPA TAMKO U nderlaym ents-FINAL. odf Created by Independent Third Party: Yes 12328.7 No. 30 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R7 fI TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL. odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO Underlavments-FINAL. odf Created by Independent Third Party: Yes 12328.8 I No. 30 IL Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use In HVHZ: No FL12328 R7 II TBPL4001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlay ments-FINAL. odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure:•N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO U nderlavments-FINAL. odf Created by Independent Third Party: Yes 12328.9 TAM FELT Alternate to ASTM O 226, Type II underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R7 lI TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL, odf Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TSP14001.3 2014 FPA TAMKO U nderlayments-FINAL. odf Created by Independent Third Party: Yes 12-328.10 TW Metal and Tile Underlayment self -adhering modified'bitomen underlayment Limits of Use Installation Instructions Approved for use•ln HVHZ: No FLIZ328 R7 ll TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes a Underlayments-FINAL.Ddf Impact Resistant: N/A Verified By: Zachary R.. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TSP1400L.3 2014 FPA TAMKO . Underlavments-FINAL.odf Created by Independent Third Party: Yes 12328.11 TW Underlayment self -adhering modified bitumen underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R7 It TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL. odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO Underlavments-FINAL, odf Created by Independent Third Party: Yes Contact Us :: 260t Blair Stone Road. Tallahassee FL 32399 Phone: 650-487-1824 The State of Florida Is an AA/EEO employer. Coovrieht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a publk-records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487. 139S. *Pursuant to Section 4S5.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 45S, F.S., please click here . Product Approva l Accepts: RUA ® El IRI httpsJ/www.8oridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgtF2AezuarigOlAramDGmSea/o2bSa/o2baRvkOl3ThCQrlWi58TQa/o3d%3d 3M 4/28/2017 Florida Building Code Online Credit Card Safe htlps://www.0oridabuilding.org/pr/pr app 00.aspx?param=wGEVXQwtDqlF2AezuarigOlAramDGm5e%2bS%2baRvkOl3ThCQriWi58TQ%3d%3d 4/4 CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 5"' EDITION (2014) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued August 22. 2016 P.O. Box 1404 Joplin, MO 64802 417)624-6644 hftp://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.2.3, 1507.2.4, 1507.2.8, 1507.2.9.2, 1507.3.3, 1507.4.5.1, 1507.4.5.2, 1507.4.5.3. 1507.5.3. 1507.5.3.2. 1507.6.3, 1507.6.3.2, 1507.6.5, 1507.7.3. 1507.7.3.2, 1507.8.3, 1507.8.3.2. 1507.8.8. T1507.8, 1507.9.3, 1507.9.3.2, 1507.9.5, 1507.9.9 Properties: Physical properties REFERENCES Entity Report No. Standard Y= PRI Construction Materials Technologies (TST6049) TAP-191-02-01REV ASTM 0 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2005e01 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM 0 226 2006 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM O 226 2006 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-222.02-01 ASTM D 4869 2005e01 PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 UL LLC (TST9628) 13CAI2269 ASTM 0 226 2006 PRODUCT DESCRIPTION AND APPLICATION TAMKO® ASTM Slate ASTM 0 6380, Class M. Type 11 underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. Min. slope: 2:12 Application: The underlayment shall be installed with minimum 2' side laps and minimum 4" staggered end laps and in accordance with FRSA/TRI 07230 for tile applications. Allowable roof coverings: Attachment of asphalt shingle valleys and clay and concrete Tile shall be permitted in accordance with the FBC. TSP14001.3 FL12328-R7 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Undodayments TECHNICAL SERVICES, LLC TAMKO® ASTM Tile ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" staggered end laps and in accordance with FRSA/TRI 07230 for the applications. Allowable roof coverings: Attachment of clay and concrete the shall be permitted in accordance with the FBC. TAMKO® Master ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. Application: The underlayment shall be installed along the valley In accordance with FBC requirements. Allowable roof coverings: Attachment of asphalt shingle valleys shall be permitted In accordance with the FBC. TAMKO® Moisture Self -adhered, ASTM D 1970. fiberglass reinforced, modified bitumen sheet membrane Guard Plus® with a mineral surfacing and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 3-1/2" side laps and minimum 6" staggered end laps. Min. application temperature: 40"F. Allowable roof coverings: Attachment of asphalt shingles and mechanically fastened concrete and clay tile roofing shall be permitted in accordance with the FBC. TAMKO® No. 15 ASTM ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the F8C. TAMKOO No. 15 UL ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TBP14001.3 FL12328-R7 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlaymonts TECHNICAL SERVICES, LLC TAMKO® No. 30 ASTM ASTM 0 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKOO No. 30 UL ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be Installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKO®TW Metal and Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Tile Underlayment polymer film on the surface and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 4' side laps and minimum 6" staggered end laps. Min. application temperature: 40"F Allowable roof coverings: Attachment of asphalt shingles, metal roofing, and mechanically fastened clay and concrete tiles shall be permitted in accordance with the FBC. TAMKOS TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 4' side laps and minimum 6" staggered end laps. Min. application temperature: 40'F Allowable roof coverings: Attachment of asphalt shingles and metal roofing shall be permitted in accordance with the FBC. TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles shall be permitted in accordance with the FBC. TBP14001.3 FL12328-R7 Page 3 of 4 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) This evaluation report is not for use in the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Wind uplift resistance in not within scope of this evaluation. 4) 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. 5) Minimum application temperature shall be 50'17 unless otherwise noted. Contact the manufacturer when installing at temperatures below the minimum application temperature. 6) 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. 7) The roof deck shall be constructed of closely fitted sheathing for new or existing construction. Roof deck shall be installed in accordance with FBC requirements. 8) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 9) All undedayments shall be installed with the roll length parallel to the save, 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. 10) The underlayment may be used as described in other current FBC product approval documents. 11) The underlayment shall not be installed over existing roof coverings. 12) Contact the manufacturer regarding specific exposure limits for each underlayment. 13) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 51h Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. 1 ltlllrfrr i,ipiIR, p , E IV R F'• No 74021 M STATE OF '. 0 OJ Al O R 10 N Ai CERTIFICATION OF INDEPENDENCE 2016.08.2 2 09:35:39 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor vAll 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, nnr will acquire, a flnanclal Interest In any company manufacturing or dlstdbuling products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a I nanctal Interest In any other entlty Involved In the approval process of the product. END OF REPORT TBP14001.3 FL12328-117 Page 4 of 4 This evaluation report is provided for Stale 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. Certificate of Authorization bur DriveCREEK17520EdinburghDrive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, ST" EDITION (2014) Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417) 624-6644 htto://www,tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Issued August 22, 2016 Category: Roofing Subcategory: Underlayments Code Sections: 1507.2.3, 1507.2.4, 1507.2.8, 1507.2.9.2, 1507.3.3, 1507.4.5.1, 1507.4.5.2. 1507.4.5.3, 1507.5.3. 1507.5.3.2, 1507.6.3, 1507.6.3.2, 1507.6.5, 1507.7.3. 1507.7.3.2, 1507.8.3, 1507.8.3.2, 1507.8.8, T1507.8, 1507.9.3, 1507.9.3.2, 1507.9.5, 1507.9.9 Properties: Physical properties REFERENCES Entity Reoort No. Standard YAK PRI Construction Materials Technologies (TST6049) TAP-191-02-01REV ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM 0 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2005e01 PRI Construction Materials Technologies (TST6649) TAP-215-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM 0 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM 0 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM 0 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2005e01 PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 UL LLC (TST9628) 13CA12269 ASTM D 226 2006 PRODUCT DESCRIPTION AND APPLICATION TAMKOS ASTM Slate ASTM 0 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. Min. slope: 2:12 Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" staggered end laps and in accordance with FRSA/TRI 07230 for tile applications. Allowable roof coverings: Attachment of asphalt shingle valleys and clay and concrete tile shall be permitted in accordance with the FBC. TBP14001.3 FL12328-R7 Page 1 of 4 This evaluation repon is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® ASTM Tile ASTM 0 6380, Class M, Type 11 underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" staggered end laps and in accordance with FRSA/TRI 07230 for tile applications. Allowable roof coverings: Attachment of clay and concrete tile shall be permitted in accordance with the FBC. TAMKO® Master ASTM D 6380. Class S, Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. Application: The underlayment shall be installed along the valley in accordance with FBC requirements. Allowable roof coverings: Attachment of asphalt shingle valleys shall be permitted in accordance with the FBC. TAMKOO Moisture Self -adhered, ASTM 0 1970. fiberglass reinforced, modified bitumen sheet membrane Guard Plus® with a mineral surfacing and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 3-1/2" side laps and minimum 6' staggered end laps. Min. application temperature: 40°F. Allowable roof coverings: Attachment of asphalt shingles and mechanically fastened concrete and day file roofing shall be permitted in accordance with the FBC. TAMKO® No. 15 ASTM ASTM O 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4' end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKO® No. 15 UL ASTM 0 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlaymenl shall be installed with minimum 2' side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TSP14001.3 F1.12328-117 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PROOCUTS. INC. TAMKO UnderlaymentsITECHNICALSERVICES, LLC TAMKOO No. 30 ASTM ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKO® No. 30 UL ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that Is Asphalt Saturated saturated with asphalt Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted In accordance with the FBC. TAMKO® TW Metal and Self -adhered, Flexible. ASTM D 1970, rubberized asphalt sheet membrane with a Tile Underlayment polymer film on the surface and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 4" side laps and minimum 6" staggered end laps. Min. application temperature: 40"F Allowable roof coverings: Attachment of asphalt shingles, metal roofing, and mechanically fastened clay and concrete tiles shall be permitted In accordance with the FBC. TAMKO® TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 4" side laps and minimum 6" staggered end laps. Min. application temperature: 40'F Allowable roof coverings: Attachment of asphalt shingles and metal roofing shall be permitted in accordance with the FBC. TAMKOO TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles shall be permitted in accordance with the FBC. TBP14001.3 FL12328-R7 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 TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) This evaluation report is not for use in the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Wind uplift resistance in not within scope of this evaluation. 4) 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. 5) Minimum application temperature shall be 50'F unless otherwise noted. Contact the manufacturer when installing at temperatures below the minimum application temperature. 6) 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. 7) The roof deck shall be constructed of closely fitted sheathing for new or existing construction. Roof deck shall be installed in accordance with FBC requirements. 8) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 9) All undedayments 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. 10) The underlayment may be used as described in other current FBC product approval documents. 11) The underlayment shall not be installed over existing roof coverings. 12) Contact the manufacturer regarding specific exposure limits for each underlayment. 13) All products listed in this report shall be manufactured under a quality assurance program In compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 5i° Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. lillief//// 9(1 R. • pR.4 No 74021 33.• STATE OF '•IJJ Z CERTIFICATION OF INDEPENDENCE 2016.08.2 2 09:35:39 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 financlel 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 ovatuallon. Zachary R. Priest, P.E. does not have, not will acquire, a flnandal Interest In any other entity Involved In the approval process of the product END OF REPORT TSP14001.3 FL12328-R7 Page 4 of 4 This evaluation report is provided for Stale 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. 4/2800117 Florida Building Code Online SCIS Home I Lop In User Registration I Hot Topics Submit Surcharge Stats & Facts Publications FOC Staff 11CIS Site Map I Links Search Fkrida Kor-N I Product d USER: Pubdr I . , product Aoproyal Menu > product or ApNication Search > Apolication Ust > Application Detail FL # FL158-R8 A pplication Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Approval lic User 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 cparrinoocastcrete.com Technical Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@castcrete-com Quality Assurance Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Category Structural Components Subcate ory 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 t. Referenced Standard and Year (of Standard) Standard AC1318 ACI 530 T Equivalence of Product Standards Certified By Product Approval Method Method L Option A 04/ 29/2016 httpsJNAvw. floridabuilding.org(pr/pr_pppjti.aspx?param=wGEVXQwtDqueql*/*2bT71%2(F192qnRzHNufc45pqLXkU6g*/*3d Date Submitted Year 2011 2011 1/ 2 4/28/2017 Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online 05/06/2016 OS/06/2016 L: . FL # Model, Number or Naa e 1s8.1 High Strength Concrete Lintels Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Superimposed loads shall not exceed allowable safeload Descrlptlon 4, 6, 8, and 12 Inch wide lintels Certification Agency Certificate FL158 R8 C CAC NOA 14-090303,I)df FL158 R8 C CAC NOA 16-012603 Ddf Quality Assurance Contract Expiration Date 05/21/ 2017 Installation Instructions FL158 R8 rr NOA 14-0 03 03 Ddf FL158 RB II NOA 16-01 6 nv odf Verified By: Mlaml-Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: NuTi Contact :: 2601 Blair 5100e ROAd—TallahasSee ar 32399 phone L%-4R7.1R24 The State of Florida Is an AA/EEO employer. CoOvdoht 2007_201.4 state of Florida :: Pdvaev StaMM= Accessibility Statement ;; Hef nd a wt.m.nt Under Flodda law, email addresses are public records. If you do not want your e-mail address released In response to a public -records re4uest, do not send electronic mall tothisentity. Instead, contact the office by phone or by traditional mall. if you have any questions, geese contact 650.487.1395. *pursuant to Sectlan 4S5.275(l), Florida Statutes, effective October 1, 2012. licensees licensed under Chapter 4S5, any must provide the Department 850. with an email address If they have one. Theemallsprovidedmaybeusedforeffidalcommunicationwiththelicensee. However email addresses aro public record. If you do not wish to supply a Personal address, please provide the Department with an email address which can be made available to Me public a determine re o r If you are a licence under Chapter 45S, F.S., please dick rare, Product Approval Accepts: M ® E_ M Credit Card Safe IsllJAvww. Ooridabuilding. org(pr/pr_app rill.aspx?param=wGEVXOw(OquegI%2b771%2fF192gAzHNulcgj5pqL)&U6go/o3d 2f2 M1AM1. ADE I%UAri•II-DADECOUN'l'Y e PRODUCT CONTROL, SECTION DEPARTMENT OF REGULATORY AND ECONOiWC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADNtrMSTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamldade.eov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rides and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dada 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 (Iri 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 rna ner, the manufacturer will incur lire expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. R.ER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to tweet the requiremerits 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. DESC.WTION: ( 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 Parr•itro, 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 sealed by Craig Pan•ino, P.E., on August 19, 2014, all beating 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 mauufacturees 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 buDding 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.. lFany portion of the NOA is displayed, their it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provide([ 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 013-0321.07 and consists of this page 1, evidence submitted pages E-1, E-2 and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Maker, P.E., M.S. Moll I p • / y NOA No. 14-0903.03 MIAMI DAOE COr! f;, f Gr^ Expiration Date: 09/11/2018 UNTYf Approval Date: 10/09/2014 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-060.5.04 A. DRAWINGS L Draining No. FD4612, tilled "Precast and Prestressed Lintel Details" sheet 1 of 1, prepared by Craig Parrino, P.E-, dated Afarch 24, 2003 and DrenjgJ g No. LT4612. tilledCast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables sheets I through 3 of 3, prepared b y Craig Parrino. P.E., dated March 24. 2003. lost revision #1 dated April 28, 2003 both drawings signed tad sealed b, Craig Parrino, P.E. B. TESTS 1. Test report on flerural lesting on 4 6" & 12 " Precast Concrete Lntels Filled and Unfilled MOdels, Iotal of (13) concrete lintel specimens, per ASTMS-529-94, preprn-ed by Applied Research Laboratories. Report No. 30404.4, dated 04110103, signed turd sealed by Clo-istopher A. Ramon. AE. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by CraigParrino. AE., signed and scaled bl; Craig Parrino. AE. 2. Calculations,jor Cast -Crete Lintels, doled 05129103, 140 pages, prepared by CraigParrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Alachble Alade Precast Lintels re dced an Alg1)1. 2002. 2. Cast -Crete Qua/lty System Alanual for Prestressed Products dater/ 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drmving No. FD4612, filled "Precast and Prestressed Lintel Details", sheet I of I, prepared by Craig Parrino, P.E., dated Alarch 24. 2003 and Drmvi» g No. LT4612, titled Cast -Crete 4 ", 6" & 12 " Lintel SYfe Load Tables". sheets 1 through 3 of 3, prepared byCraigParrino, P. E., dated Alarch 24 2003, last revision doled 1lMar-c!r 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. Alone. D. QUALITY ASSURANCE 1. BY Miami -Dade C'ouufl, Building Code Compliance Once. E. MATERIAL CERTIFICATIONS 1. None. Hieltiiq A. Makar, P.E., MS. Product Control Unit Supervisor NOA No. 14-0903.03 Explrallou Date: 09/11/2018 Approval Date: 10/09/2014 E - I Citst-Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL N 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details", sheet / of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel S'gfe Load Tables", sheets 1 through 3 o/'3, prepared by Craig Parrino, P.E., dated 11tmrch 24, 2003, lost revision dated March 11, 2008, all signed and sealed by Craig Parrino, AF,., on rllarch 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By iWand-Dade County Department of Permitting, E.nvtron uern, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. Notre. F. OTHER 1. Letter fn-ont Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P. E., ce,104119 compliance with the Florida Building Code, 20I0 Edition. 4. EVIDENCE SUBMITTED UNDER PRE,EVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. Alone. B. TESTS 1. None. C. CALCULATIONS 1. r\lone. A QUALITY ASSURANCE 1. By Miand-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Now. W ny A. Maim-, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 E. piretioo Date: 09/11/2018 Approval Date: 10/09/2014 E-2 Cast -Crete USA, Inc NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED S. NEW .EVIDENCE SUBMITTED A. DRAWINGS 1. Draining JVo. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of1, prepared by Craig Parrino, A E., dated A4arch 24, 2003 and Drawing Ato. LT9612, titled "Cast -Crete 4", 6" & 12" Lintel Sqfe Load Tables", sheets 1 thr01191) 3 of 3, Prepared by Craig Parrino, AE., dated klarch 24, 2003, /as/ revision dated June 12, 2014, till signed and sealed by Craig Parrino, P.E., 017August19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calcnlalions.for Cast -Crete Lintels, I led 0811912014, pttgee 14.201 through l4 236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Aliand-Dade Count), Department ofRegulator j, mid Lconoutic Resources (RER). E. MATERIAL CERTIFICATIONS I. None. F. OTHER 1. Letter fi-ont Cast -Crete USA, Lac., dated Augrtst 19, 2014. signed and sealed byCraigParrino, P.E., certt&ing coarpliance with the Florida Building Code, 201.1Edition. H-c p,C„ M.S. Product Control Uuil Supervisor NOA No. 14-0903,03 Expiration Date: 09/11/2018 E-3 Approval Date: 10/09/2014 A=ice R6TEe HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPE -r TYPE 'A'_SIM vt yt;evtt rv Lrlr svtwtwva a iELI ? Sara+-•>_ _., a L\L 6 4" SOLID LINTEL DATA TARLE iVl Ell" IA tLy rS6T rk1l+ n „E7G'a f]je Fl/ail ttr'QS yetGlne n 11 ram KnenilUX4'f11. r" PRPCAST U-LINTEL DATA TABLE 8ii:1.a i1F m rr E v®vno me uvrl, n r• tm i t31P..1e vnr 03" r1.,t„1 yv[zarma©coo erca[uu-L 11., Irate nrrm crearm erav Cary vtsrrsr rrz9e rz 9 0 rr:•'1ar nsr,-a r tiartu=. r rz o rrz rrnQ[tr•.,1 rtaar•rv.t rt$v r r• nc e r., •.„dery n,, ,1 tegvrr r rn r:.0 Rav rFrtr ^ ; [reraraa o ras'. stiav r. rtasn r o r sarrz r a; ummertsu^rs.eoc5+ro W PRECAST U-LINTEL DATA TABLE er a sr®rti c aia1701 r1¢AMFL2 rme nr.rr o>rvmc r4c'.o r a n.ar vr yv®tea r,me cmi eu r u.u.r rye- raL^: oe o rravr rra: sss rufa u:.rmar r:vr uar:ulno e mc er,o, llr.Vmrret,rFat merer c mesaoao ram aaa rtlJ-"J mme ra©moa nc5 0 Q'rdf XLLo n- l",JIn" Ql1S.'1J mmeoa10 rt7L•51IS 7 fk: ULe Fl .-6." U 5O rr Ioaiga r_ncm[ IC e n i, ,,,mcrrrclo nos MOIR7NIt OOOOW N 6 C" r•f /fD M AII04 fa n I 1[CI[0 R tLR On u! a a f+VM00 It IMIse•IICt• M •ttislinu II11 11 7N[ Isb f101 Co SOO PAfi-ts[it CSA. o. 1. •1s t*= s tY f/]f W Aml A•1.1 A •.. A* /s IOu fitfn 0 f IO Ib •Ass If M w1u . no A am" N un a's • Wlb tst IMAI si MA O snuvs nNa As[ CUM SUN" f. •O tltt ZMbMoM r . sae• n fU n f Mt Alm If NM Im tat• OC OF Its so•sas CAW ra• DAUM - 0. 0 mm moft r.. stCa sM m . W 110i 1• s»sara . I 1 at ow""'t use IW AnM "m t101 s. 6m" mm sNW et aR "mom k" le M nW eU tl 0 t newoo r101 GSM cool t a cow Is •la Low Anu slfllt• os tan Cry V rrtanucnA ws7.n 12' PRECAST W/ 2' RECESS DOOR U-IINTEL ATp TA@ , R 4 d•yrc : n111af1uSa HIdIJ 17 t - ors' col 03Ise f•-•• r_`• s• •.as R a vt ..•s I u av .•_t • Z*.' S t F ./ •a Wy J`{" T atlV• py' CRW PARRWO L__ `I •T 4 •OR% [ 63240RS79 jM IIB[R or .- PRECAST AND PRESTRESSED LINTEL DETAILS I GL. 6 omb--la mww>r wtws• t,"smo(- 1 tun Iwlf fMt@ 1 p GENERAL NOTES q wlttca Fe r Meyt W . 3000 Pd re 6' 12 6 wf c 0AL17 en ago C9 PnAA6QsOsAD* sb 2) A6 mt. bW atb bated a tua4naat 4 bd1 aoabl bMRip, 1—thNsat. bt6 1a ro yM 6W, 12'J6 aM IVA 91 e1A idwbY262 6 bleft b*h M gm 3) hula Id rMhr bad t•d wad bids. 4) W. mnba b mba6 Paea6lcdt deWput" al b vote 40soaddWdbUb42Utd W1m01426 166) 1176 1.28p6 5) AN Bob m d «--M/l.•pOeNeRa, E...aerbeasell/UrISD lae6r-4bn kWCm f.,Wi. ea.X. a 1w nwW uWS., coda Slim 16oul asayFcr<da, 6) Shm MW t•4b m topbei 6' atnaab• cord bd dW •/ 4' &Me" batb•rd/ 41l N) Tw d* w Irny awla.1t aft abattd beb bar11 on tot. bad "No by f elGa9 Lmo m nsb t6 moavil 4ad tw« at d-aay km or 10) WL - 1W Rate 11) b9toto tldt ddtd mbar to be badtd at I% bWm a Iw rd W a•db. I il'Pr DFtt[; aAllOft r-rtr•maw oyo-wuo rWv; 1216-2B/ 2T Aqua tumi aL. r W Olga PAoo to to +mto ar umdIcaatom r LKW CMA rf t• ems V 6 06 ® nt or Uou N oAo b r umt 1 $ ' AMMI m Y wuuul atom I:) CA 12' WAe, m rmWsdwW , 5- 1 b" Mich" o W aft u accateddt "dw td Id tndp al 1]) iV tdain wt«4 a idet ialaotA i1 cdnir cartett Mlb tM tna4 coo" at tbm alpted N «m•eotbA!M e-m6° ure"e ,Q.,gcyu po.,;q 14) tAatl4 broad taAAaemay to raBml tpo tt « IoOU m1r A tis•1rIRi•rrt bsdt tAeld wetrafmM Iw mrtlh.d k.Yn9 d6 14 A RIW01 bm hf610 6aWtrAn L+ad Sat. 4aNka bad + Sda hab•Id btd S ID 13) rm amp- b bw w!Pbb rd dM A 4M att. bw f— cal bw b& +bean 16) Fa 4!d WOW Ad dn. k Ism tat, bad flan eat bfWd knp data 17) S* ba• m taPdlas"m aatadM bw. 16) Sat NO bOW a MONd 0e060 • iagab Pa A0 53o ad A0 316, 16 AAf6r4 Waal bah y pr P y9 agtoy m w U)= a' teidavd mArtd. aeaavY my (RLyyj awn BYL thJW bdmr: 1/2- MR m 4S8 Emu SEE SAFE LATERAL LOAD TABLES FOR LOAD RATWG FOR TACK AOOIO0ILAL F E1fU (RpIU) FULL 15 REBAR rOR IY LWIELS 5 REHAB MR 12' LWTELS or IRSO SAFE LOADS FOR 4" SOLID LINTELS 4'• 4441" GRAVITY LENGTH TYPE 4S8 3'- 6' (421 PRECAST 1180 4'-0' ( 467 PRECAST 959 4'-6' ( 54') PRECAST 789 Y-10'( 70') PRECAST 460 V-6- ( 781 PRECAST 360 7'-6' ( 901 PRECAST 260 9'-4- ( 1121 PRECAST 156 IV-6'( 1261 PRECAST 116 6U8 US 6F12 6F16 lit : •.,r i'• 1.- J. 6F32 SF28 6F24 6F20 V vs i -. a 7 110-1- 4-M UPLIFT LATERAL LENGTH TYPE 4S8 4S8 3'-6- (421 PRECAST 687 371 4'- 0- (481 PRECAST 597 320 4'- 6- (541 PRECAST 529 258 5'- 10'(7n PRECAST 407 148 6-- 6' (781 PRECAST 366 118 7'- 6- (901 PRECAST 280 87 9'- 4- (112') PRECAST 187 55 10'- Ii (1261 PRECAST 152 43 12U8 12F8 12F12 12F16 7. l'SL yt. '.)i: 4'- .f• 1 i:rA •t may... •i..,• r ; 'mot;' :'•t^' {• •) s' L :,. G ' • o • 121`28 12F24 12F20 7¢ flLODU6T RBVIS1iD 7r BWI rilA fA: ildlda cRaGPARR1No eLOMo - c o . of tial Gt:• 4 yi, , • R 1 O • G SEFT ER R. 33580 ' f 8 A OtVAL N, R. P. E. UC. NQ 14756 S'd+uZ at dAaH,'r. CAST—CRETE4", 6" & 12" LINTEL SAFE LOAD TABLES ME RWL• DMIS-14 PAWN On MW AtUe WALL. K3_% WL' 3/24/61 WIMP 6h taANl FAMA P.t. - t[6 m 44136 i It—, LWD 1 a a OAD SAFE GRAVITY LOADS FOR 6" PRECAST U-UNTELS MR A oaeceeTILA IMILR SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS 44RI1,114"M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U8 6F8-18 6F12-tB 6F10-1 6F20-1B 6F24-IB 6F28-18 L132-tB Y-6' (421 PRECAST 2332 2676 3892 5050 6145 7227 8297 9357 4'-0' (481 PRECAST 2025 2313 3892 5050 6148 7227 8297 9357 4'-6' (541 PRECAST 1654 1887 13633 5050 6148 7227 8297 9357 5--10'(701 PRECAST 1067 1260 2198 3557 5734 7227 829) 8225 6'-6' (781 PRECAST 949 1078 1831 2850 4328 6737 8297 9357 7'-6- (901 PRECAST 779 83 1459 2188 3151 4524 6654 9357 9'-4' (1121 PRECAST 584 660 1056 1523 2084 2795 3731 5017 t0'-6'(126' PRECAST 503 566 895 1270 1706 2236 2898 3747 11'-4-(1361 PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-0*(1441 PRECAST 425 477 744 1042 1377 1769 2238 2808 13'-4'(1SOI PRECAST 373 417 646 895 1170 1485 1952 2285 14'-O'(1651 PRECAST 351 392 605 835 1057 1373 1703 2087 17'-4'(20 1 PRECAST NR 292 4-% 620 794 985 1198 1437 Q) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REM. SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 4^11',-tall" SAFE LOAD PLF TYPE LENGTH 6UB 6F8 RCMU Y-6' (421 PRECAST 587 1055 596 4'-0' (481 PRECAST 487 787 445 4'-6' (541 PRECAST 416 609 344 5'-10'(701 PRECAST 300 350 19B V-6- (78-) PRECAST 263 496 157 7'-6- (901 PRECAST 222 367 116 9'-4- (112l PRECAST 173 352 74 10'-6'(1261 PRECAST 151 276 58 f Y-4- (136-) PRECAST 139 311 49 12'-O'(1441 PRECAST 131 277 44 13'-4-(160) PRECAST 117 223 35 14'-0'(16n PRECAST 111 202 32 17'-4'(2081 PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 1100Rnw00fll SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6F8-11 6F12-11 6 16-IT 6F20-11 6F24-IT 6F28-11 W32-11 Y-6' (421 PRECAST 1412 2074 2715 M56 3997 4638 5279 4'-0' (481 PRECAST 1225 1800 2357 2913 3470 4027 4583 4'-6' (541 PRECAST 1083 1592 2054 2577 3069 3562 4055 5'-10'(701 PRECAST 31 1222 16M 1979 2357 2736 3114 6'-6' (781 PRECAST 723 1097 1437ro 1777 2117 2457 2797 Y-6- (901 PRECAST 648 86304 1249 04 1544 N 1840 w 2135 N 2431 9'-4- (1121 PRECAST 575 57104 9BD 1252 1492 1732 1972 10'-6'(126-) PRECAST 514 462 787 1121 1336" 1551 1766 I1'-4-(1361 PRECAST 474 404 to 6B5 ok 985 1213 1442 1645 12'-O'(1441 PRECAST 454 j 38100 619 888 ru 1093 1299 1S06 1Y-4-(1601 PRECAST 402 ta 308 516 736 906 1076 1241 14'-W (168-) PRECAST 36B T85 475 677 832 989 1145 1)'-4'(2081 PRECAST 253 1.1 20B 338 476 cig 585 693 BD3 n THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 BRIbr',• CRAIGPARRINO FL. P.E. LIC,N0.4475 ftoDucrlwyls D ADi' iinomp.*` D NMA . I mwCAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES MdYt: ' St1 ma. arID.Wprt-640' . S41L• Y,13. U0. I11S1 DRI1DpCN0. Ulit! LICK f OF SAFE GRAVITY LnenR cno 412 - nnc.eT . . SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1206 12I s IVII-18 W16-2B 17E n 12124-20 12126.26 1IM-26 Y-6' (421 PRECAST 3428 5000 5838 7619 19352 11060 12755 14438 4'-0' (481 PRE= 2923 4232 5838 7619 F9W 11060 12755 14438 4'-6' (541 PRECAST 2396 3464 5304 7619 1052 11060 12755 14438 57-10'(701 PRECAST 1612 2320 3218 5234 8 887 11060 12755 144]q, 6'-6' (781 PRECAST 1383 1986 2679 4196 8421 IM32 12755 144SU Y-6' (901 PRECAST 1138 1628 2131 3218 4676 6756 9763 1 9'-4- (1121 PRECAST 795 1216 1535 2230 3083 4167 5593 755 10'-6'(1261 PRECAST 614 1043 1235 1 1853 12516 3323 4334 5632 11'-4-(1361 PRECAST 518 945 1162 1 1649 2216 2693 371 4474 12'-0'(1441 PRECAST 456 878 1073 1511 2020 2617 3333 4206 IN-4-(1601 PRECAST 359 767 926 1294 17M 2188 2743 UN 14'-O'(1681 PRECAST 321 720 865 1204 1534 2017 2451 3106 17'-4'(2081 PRECAST N.R. 4510 631 881 1141 1428 1750 210 19'-4'(2321 PRECAST NR J43 47) 700 925 1152 1380 1609 lFAOI 40 11E1D AOOm 11R SFE tFMIW NDtE a 4 SAFE GRAVITY LOADS Fna er DDCnA eT —,.. nrwrei -. 4rP^11,114A/N"POUNDSADPOUNDSPERLINEAR FOOTERF10- 12RF14- 12VIII- 121t22- I n64'-4- 521 PRECAST 468 75M 9640 11669 13679 ISM 4'-6' (541 PRECAST 460 7584 9640 11669 13679 15679 Y-8' (651 PRECAST 555 6395 9640 11669 13679 15675'-IV(701 PRECAST 361 5954 9358 111669 13679 1587 T-8' (801 PRECAST 924 1430 2633 4415 6881 103SU 12574.14WQ Y-6' (901 PRECAST 9'-B' (116' PRECAST 703 389 1203 843 2157 1451 3494 2157 5259 3203 7922 4427e 9623 5417 1132Q 6380 CRAOX 40 f1iAD ADDID mum SU U)iRAI A'OIEZI4.- SAFE LOAD PLF LENGTH TYPE 12U8 12F8 RCMU 3'- 6- (42') PRECAST 1295 4841 393 ju lu4'- 0- (401 PRECAST 1295 4 441 299 4'- 6' (541 PRECAST 1049 3922 2417, 6- 10'(701 PRECAST 681 12547 155 6'- 6' (78') PRECAST 579 12167 123 Y- 6' (901 PRECAST 474 1771 914 9'- 4- (1121 PRECAST 355 1326 580, W- 6'(1261 PRECAST 306 1143 454" 11'- 4-(1361 PRECAST 278 1041 38 12'- W(1441 PRECAST 260 971 34 13'- 4'(1601 PRECAST 229 857 278 14'- 0-(1681 PRECAST 216 809 251 1Y- 4'(2081 PRESTRESM N.R. 6 16 19'- 4'(2321 PRESIRCM N.R. 534 130 4'- 4- (521 PRECAST 4'- 6'_(541 PRECAST 5'- e (6n PRECAST 5'- 10-(701 PRECAST 6'- 8' (BD' PRECAST Y- 8' (901 PRECAST 9-- 8' (1161 PRECAST C' SEE GENERAL NOTES - SHEET 1 OF 3 ta;. wr SAFF IIPEICT 1 nerve cnn 4e nnr....... . SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12F8-21 1112-2 12F16-211211M-2112r24-IT MS-211ZF32-21 Y- 6' (421 PRECAST 2752 1 4287 5613 6938 8264 9589 10915 4'- 0' (481 PRECAST 2389 3721 4872 6023 71)4 8325 9477 4'- 8' (541 PRECAST 2113 3291 4310 5328 6347 17365 8384 5'- 10'(701 PRECAST 1623 12527.1 3310 4092 4875 565E 6441 6'- 6' (781 PRECAST 1444 1 2269J 2972 3675 4378 5081 5784 Y- 6' (9n PRECAST 1267 1767 25 3194 3806 4417 5028 9'- 4' (1121 PRECAST 1028 1171 u 2006 259 087 3SB3 4079 10'- 6'(126') PRECAST 920 947 1812 2281m. 2754 209j 3653 1V- 4-()361 PRECAST 858 829td, 1404 1932 2441 2902 3164 12'- O'(1441 PRECAST 814 753 1269e 17 2201 2616 3032 13'- 4'(160') PRECAST 678 633 1057 14851 1826 2169 2513 14'- O'(168) PRECAST 622 5116 974,j 1365 1679 1993 2309 1Y- 4-(2081 PRECAST 434 427 695 n 964 1182 1402 162J 19'- 4'(232 PRECAST 366 370 593 817 1002 1187 1372 TT) DE MUM III PAW(TW95 ARE KIMG InuMM FOR am 40 FWD AM KMR SIX CDMK NDY N4 4 SAFE UPLIFT LOADS FOR 12" PRECAST w/ 2- RECESS DOOR U•LINTELS L __% fWI-VWIM I SAFE LOAD - POUNDS PER LINEAR FOOT I i 3592 254LU 4'-4' (521 PRECAST 1626 2685 J746 13458 2417 7-6- (541 PRECAST 1558 2582 3602 2236 16N 5--8' (681 PRE= 1210 2042 2850 2129 155 5'- TO- (70) PRECAST 1173 1984 2769 1716 117 6'-8' (80) PRECAST 1020 1538 2426 1438 914 7'-6' (901 PRECAST 904 1226 21 19; 48' (116) PRECAST 703 e 771 1472 I G .• • • • •. 1MreERS IN PARDMM AK KWW KDJCM rat ENS ' 40 FIELD ADKD RWA SU MIRK NOTE R0. 4 447 6W PA ENOMOM ItMUD 0 d?vT-:W tAo F7urfaa Atogxt. c t+o 0 0 0? 62yerbnDauMltn. uC N CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES FOE MIL, OI- 1-1/ 1 i—w R: xm NRRm I r...... ... MIAM I -DADS MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) t 1805 SW 26 Street, Room 209 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing'the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHI). 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 theacceptedmanner, 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 revokethisacceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 Inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel -Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7,1996, last revision dated June 12, 2014, signed and sealed byCraigParritto, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Renewal stamp with theNoticeofAcceptancenumberandtheexpirationdatebytheMiami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturees name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been flied 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 tot mination 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 014-0903.02 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, & E-5 as well as approval document mentioned above. The submitted documentation was reviewed by R lmy A. Makar, P.E., M.S. NOA No. 16-0126.03 MIAMNDAOE COUNTY Expiration Date: 05/21/2017 Approval Date: 04/28/2016 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; prepared. by CraigParrino, P. E., dated 06107196, revision #1 dated 11108196, sheet I of 1, and DrawingNo. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables'; prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet /. of 1, both drawings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-S29-94, prepared byAppliedResearchLaboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Hamon, P.E. C. • CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared byCraigParrino, P. E., signed and sealed by Craig Parrino, P. E. 2. Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, '45 pages, prepared by CraigParrino, P. E, signed and sealed by Craig Parrino, P. E. D. MATERIAL CERTIFICATIONS L Mill Certlfred Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06/20/95 for pre stressing strand byTheCrispinCompany. 3. Mill Certified Inspection Report #20-8345 dated 11113/95 for pre -stressing strand byTheCrispinCompany, 4. Mill Certified Inspection Report #2111-078240 dated 04125/96 for #3 rebar byAmerlsteel. S. Mill Certified Inspection Report #84-M19614 dated 02/29/96for #5 rebar byBirminghamSteelCorp. 6. Mill Certified Inspection Report #58 A66332 dated 01128/96 for #4 rebar byBirminghamSteelCorp. 7. Mill Certlfred Inspection Report #84-M20749 dated 04/05/96 for #S rebar byBirminghamSteelCorp. 8. Mill Certlfred Inspection Report #84-M19805 dated 03/06/96for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for #4 rebar byBirminghamSteelCorp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for #S rebar byBirminghamSteelCorp. AyA. Makar, P.L+., M.S. Produc ontrol Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Cap. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2.. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. . • None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheet I of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 42 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed'by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103. signed and sealed by Christopher A. Haman, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P. E. D. MATERIAL CERTIFICATION: 1. Quality 4stem Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. 4, W_161 lUffiky A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-2 Cast -Crete USA. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01A. DRAWINGS 1. Drawing No. FD8, tilled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, AE. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P. E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0.121.04A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. H A. Makar, P.E,, M.S. Product Control Section Supervisor NOA No.16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-3 ' Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS I. 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 1farch 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REA). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, -signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. He A. Makar, P.E., M.S. Product Conte'ot Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-4 Cast -Crete USA, Inc NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. 'CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by CraigParrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. H4iif& Ma kar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: OSt21/2017 E-5 Approval Dale: 04/28/2016 7/32"0 BA S7IRRUPS TYPE 'S' STIRRUPS Y n 5-0- LINTE STIRRUP DETAILS lt. w.0 scum 1•I.& i/{K711I7• pa I lil{yy:l llJi{,j 1J it1D7'IT L mCii f C V iV t [L1QQ"QQ lama vcimoa VEva,mmf 5iirna rs mar vimumiv Alio Q]C11 [•dYZ] @7 VlYi7:J j VAS7'I!7 fI7G3 DUMC IE Q FEE- IICEM= L7 r 7+7 11'7'7!f I ryr Kl mt1 p!1:S1li1 Y71.iR;:IIAM f1:LiTnfl T'il nrf. F!FI=I(j..•}PJ E76I',R rfn o rO"wAni llT•rlLJJI,4}!VCJItO 12110iJ- urn©aoKZMEM113".,:ar a:u F]C9iaC'F7CJICF.4Sl f61:iZ':pfT.4_t!1 2f!tL;IOC]©after t rl1 am !vr: r[jar rmomNRMKZR oQvrci rama reu at:an+.vl!rarr..r©moo 1IR51!'r ml •.• [DIOw W ,WAf 1 0A Tr •Y.\MR! VL well Ww fm A tIRA 1 017 TRY Al pY f f t f tl R[MtDIG t- t CL IA• ICAt1.9EL IMS MOnMART MNRIIATIOM D PA"UO IN p WIM ArrllOVAL. 11 b rR:W90 A eM6NI LAMS Atm CAIIKOI RC R17M=b OR OCMIMM MiROMI In POOR V1101IIK COMSCMI Or CASs-CKIS USA. mt 1. KWOKwo SIttL• 7/A \AR ASIM 4101 N. H. S. 110IS1 Ul 101AL MI WU Of SIIMt7A AID It RIOAA 07AK b ASIM M13; 7/It IMK Kwtck 2ma 1OU.tILASA1gK rKStumm RI011Lt[01S COMMICD SIAI1 A fRIM LACK Im 01 Ild MDMV= O CAOQ M OWAU fOAMO ASIM "IL R0. Of 9IRRMI3 . a tool 1111 KMINLOIO C= U= SMOMt I tO1Mt 1. comm tiRODiI@ f• • W00 fil fOt \• ft011 gun OD. Mlmt\ t0RGi1 f.. we MI I" ALL6tMcASt \ W.4 Maus. L IJ NMI= Of ?&PRQPWM FWU File L ORIIAL ftctttm IOAeI . We . tP. vlLIF CDKAnC MAY K 0HD 10 WV or PiLitusm uwm mntGW CAK l SIRVIMO nut) tD east unm A1D mmalm IDICCL td ENS Momm Ittvlst[u eCOMWIrod <6AUuFbAdo11WImjCmAin AOapl\Ate NO/4.-o 01.02 taID4to• Zof 6 E O L CRAG PARRINO 19-Q! ` tt'•, 6M SEFFNERFL CR 579 MM S ONat EN:/' FL. P.E.UC. NO.44756 mHI CAST-CRETE 8" LINTEL FABRICATION DETAILS SAFE GRAVITY LOADS FOR S" PRECAST a aRFCTacscFn I u tWTCI 0 4 wsn 4sm' SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8118 ef1-48 a ill OF12-00 efl2-le EM AFIS-19 a116•pe ifn-111 N24-nmr103"94 S32-00 aF32-1e 3'-6' (42) PRECAST 2231 JOAS 3710 5163 ABM 1034 1M51 VO IBM f113 7S47 M74 line 4 -0' (4B) PRECAST 1966 25l1 2751 3w 4m 5961 a107261346M611375474974 IIIW4'-8' 54) • PRECAST 1529ION 2110 2931 3733 We SV4 210 On 6113 7547 AS72 1110! 5'-4' (6M1) PRECAST 1217 1349 1439 19" 250 3123 36H 4242 1163 300 I S169 7547 7342 e)i f01 5'-10'(70) PRECAST 1062 1105 1173 1631 2010 2S49 JIM 3470 1451 2625 4360 71ta M 7101 aim 6'-6• (78) PRECAST 908 2177 3480 3031 Will 4393 5061 12A 2177 34e0 sal am TAM 0e25 1'-6• (90) PRECAST 74J 1011 172/ 2632 2205 Me 3191 360S t011 1720 net 3196 BASS 1497 602pj 9'-4- (112) PRECAST 554 e1y FOOD 1RRS 15N 341t 2610 33a 752 1245 1943 7554 34a6 47M 6f9D 10'-6'(126) PRECAST 475 S)3 am 1247 2093 V71 2163 25M 643 ICU 1533 2M3 2781 47-4 11'-4'(136) PRECAST J62 am 24 13U 1041 2423 3127 40S set 645 1358 1545 2423 3121 40M 12'-T(144) PRECAST 337 540 173 1254 16" 2193 2a0S 3562 540 fn 1254 1604 2193 2105 3'S2 13'-4-(ISO-) PRECAST 296 u1 ISS 1075 1420 IWO 2316 2693 471 75S 10» 142e I= 2310 2us 14'-O'(1687 PRECAST 279 424 700 1oM 1320 1w 2127 263D 4u 7M 1002 US 1a07 2127 26m 14'-6• (I M) PRESTRESSED µR IO AS to to MR n1 N o 453 7ta 1370 1202 2245 25V 2712 15'-4'(184) PRESTRESSED H, m M NR Ne IG MR Hit 412 710 1250 1733 2015 2320 2513 17'-4' (20n PRESIRES$U N R. NR NA NR I AR 911 NI 1 AA 300 548 9s0 1 132e 160 1649 1 200 19'-4' (232) PRESTRESSED Kp FAI NA 14A I to NA MR I tat 235 42D 750 1031 I2e2 Isis 1716 21'-4• (2561 PRESTRESSED N R N4 N4 18 N+ AA Is to ISO 1114 13" HAS 22'-O'(264) PRESI ESSEO to ARtooAME. M47 IMS 139924'-0' 288) PRESTRESSED NR. latalmrAR ASt IM2 17lr THE NI161BERS IN PARENTHESIS ARE PERCENT RMUCIIONS FOR CRADE 40 FIELD ADDED REBOR. SEE (ENEIK NOTE N0. 4 ON SHEET 3 OF 3. or SAFE LATERAL LOADS FOR e• OYFeeaT a DGCa'Forceen I IJ 1W . a a /Am. r SAFE LOAD PLF LENGTH TYPE SUB 8F8 R CMU 3'-V (42)• PRECAST 1025 1024 1598 4'-0' (48) PRECAST 765 763 1309 4'-6' .(54) PRECAST 592 591 1073 5'-4- (64') PRECAST 411 1 411 745 5'- TO- (7D) PRECAST 34D 339 616 6''-C (79) PRECAST 507 721 490 i-6- (90) PRECAST 424 534 363 9'-4- (112) PRECAST 326• 512 230 10'-6'(126) PRECAST 264 401 180 I1'-4'1[1361 PRECAST 260 452 154 12'-0'(1441PRECAST 244 402 137 IS-4'(1601 PRECAST 217 324 110 14'-0'(168`) PRECAST 205 293 100 14'-0'(1761 PRESTRESSED N.R. 284 91 15'-4'(184) PRESTRESSED N.R. 259 83 17'-4'(208) PRESIRESSEO N.R. 194 64 19'-4'(232) PRESTRESSED N.R. 148 52 21'-4'(256) PRESTRESSED N.R. 125 42 2Y-0"(264) PRESTRESSED N.R. 116 40 24'-T (288) PRESTRESSED N.R. 91 33 SAFE UPLIFT LOADS FOR e" PRFCART R a29t1T0Foa1Zn 111 Wl . . 44-0— SAFE LOAD - POUNDS PER LINEAR FOOT TYPE WIWI IFS-21 ttfir-lt 912-27 In$-21-21 st6- itFS40.43 t- LENGTH 921-21 032- 211'-6' 42) PRECAST 1569 26SS 4 9132 7001 ISL9 MS 39403 132 7001 4'-0' (48) PRECAST 1363 23M 3040V s125 am 13U 2303 SD60ms32S 60704'-6' 54) PRECAST 1207 2040 2707D43 4711 5179 1207 2040 2107 3 4711 5379 5'-4' (64) PRECAST MS 2Me 3199 3261 45n Ins ft76 ue lit 3l61 45225'-10'(70) PRECAST1567 25113 3107 390 4133110161711517me2S91310736204133 0'-6- (701 PRECAST 14 le6 2329 2 3231 371214071161232927103»I 37127'-6- 90) PREGA 100 I6N MS i 2W 11nd 1224 SI24 2025 24291 1 m? 1 3226 T-4' (I In PRECAST AI Ifto 113SIQ 1474M 1915 2157 two 11 867 1318 1 1443 1 19AS I 22N I 26t9 10'-6- (12V) PRECAST 6m 2511 gland 11ee 1461 17 2011 530 695 110001 1472 1761 2&5 1 2346 11'-4'(1367 PRECAST 414 504 MO 1037 1274 1513 1751 194 6D7 101 Un MJ 160 al 1215 210 12'-0'(1441 PRECAST 470 Al 45e 724 M AM mi IISM 130 Ices 470 sso 940 1302 150 Tel 207S 13'-4'(160) PRECAST 4te SAS 607 765 964 1143 1323 4n . 460 7e0 IIS2J 141e 1 IASI 14'-U (168) PRECAST Wm 358 SM 721 Ann 1054 12m 410 425 1701 louj Ms.;1512 ta07 14'-6'(176") PRESTRESSED t3s 249 331 3e5 sm gJ 111 172 A 11D US IA) 976 1518 1131 1734 15'-4'(184) PRESTRESSED 224 LV 3U AS IN W1 A% A 27 eM 769 124 sit 1480 1054 1660 17'-4'(208) PRESTRESSED lei m 4M ad at bA AM 710 073 192 3M SM &1 740 Ims. 1271 1934 19'-4' (232) PRESTRESSED to 22e 346 A 447 547 oil 7n 166 2e5 1 429 S23v ell ft 1059 1211 21'-4'(256) PRESTRESSED u2 204114 D7 bd 323 480 she j 656 142 m 373 Sn 721 f0S mfwa 22'-O' (2641 PRESTRESSED 1. ro7 i95 m 462 546 No am 223 355 13 6% ou 199 od 24'-D'(238) PRESTRESSED 124 1" 211 St2 419 4 517 124 7M 3111 4SS AS6 i eh SEE GE74ERAL NOTE ND. 18 ON SHEET 3 OF 3. j) 11 dlaiol rim6 con,V N 1>s4 - o 03 4c1i D a / 1.111 V_d. AIR rLNgt34i ICLUILK INNS FOR GRADE 40 6 CE'NERAL 110TE NO, 4 ON SHEET 3 OF J. DEN P"DUC7 UMSDD bO0'bpvrC Whit llr fl4Ads TE ceuoPAlaTRlo °i'ADe»-,s° ` z a 8324CR579 t SMER. FL 33W 0 FL P.L LIC. NO.44766 4n1u144 T—CRETE 8" LINTEL FABRICATION DETAILS u 164d1 m olc rums, rt -Ira A 4ax sR31e tAS l6 sr36[ BATE LATERAL LOADS FOR SAFE UPUFT LOADS FOR B" PRECAST wl 2" RECESS DOOR U-LINTELScecccaeVlNlnnnsFORe^PRECAST w12•RECESS DOOR U-LINTELS IwrRECd9Tud2-RECESS DOORDIMTELS is - t-o" SAFE LOAD - POUNDS PER UNEAR FOOT LENGTH TYPE BRUB OAIF00 1RF1 W14-09 wl" 66n1-00 91F30.1e 0: 111 I1RFto-11 mn4-10 elite -le ME m2l9 le e9F30-1e 4'- 4' S2 PRECAST 71635 1749 3355 3210 4349 5421 9493 7567 1091 36" 5209 4539 mo 9439 10693 4'- 8' S4 PRECAST 71494 1599 3DU 2992M 23560 4941 5924 69M 1759 3S99 S 609 6M0 479 10093 S'- 8' (68' PRECAST 866 920 1770 1716 2277 2139 3402 3966 1107 At A"? I O69 7917 9311 5'- 10'(707 PRECAST 810 ess 1653 1600 2124 2649 3174 3700 1113 2342 4242 6039 1060 7402 0700 6'- 8- (SDI PRECAST 797 901 I= 3120 sae n47 1410 7310 9D1 1023 3120 SMo 791S 9479 10 7'- 6 (90) PRECAST 669 75 1490 2459 nn 743 72b 3023 755 1490 2469 3776 6743 1901 1 9'- 0 (1167 PRECAST 411 460 1. 15. 22i1 11. 4091 3141 526 999 560 2253 3129 4150 5191 j) THE i11 PAR H PERCENT REDUCTIONS FOR CRADE 40 FIE CENERAL NOTES 1) re 6' p,.W l ld - 4000 0 ro pr»I"aN GYI - W W Fd re rtd -low Id n I.oamt 3/6 VA e44rytb aNArnCIDMIrdmemi dm mmpmin IWneO ,0 a1 lr M! AS1L AOR K. W Mabeaeq dnM 1 ntt ASDI M19 fit1. 270 b Matta'"- asb W A9W O70 fly. M a S 2) N .tM W Y31a t»K » Mibn 4 idl AaJ.f 114404 FOitOLQ Sat, b lbr M201 0ko 4 dMatkIqAb11.3 11swo • 3) heft Id .wbt 9./ and 1•tl pot 4) 7b »tma It p 10d. AdYdo Ib nbd W U . toy.1. 40 foldtetrl Iam. jlmmdc T-r Udd 032-t9 .afwt s nnob bK - sm 0o 123 te" 4,9477 µ7) - SNI pe 5) A4 Bohr b e e.cer L/3W ONA.9ga fAc3lka IeWamiKdtJu9Nn -r ..e YeOer e»Y HASCaleb t a _ W IIoY. O Afq 6) Slat 6Tel NW. w teo st 7) On 17 rti» mq to ml1Gl111 IV In IS "9ma h YW7dta/ t ltiarN tI td awl "alb Itlm 4+ atYlldad t.1/r dntA.d dtt4rrtta 1) t= b04°"m0ai.nbia "wall»meloawd o-» ew mtl. Aa..1 I.".A 10)NA- Rd RdW 11) hills. 6d1 Witmi't" It M W.1:4 d Um bA m a IM Add Ifft 4 b SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 RCMU 4'-4' ( 52") PRECAST 758 1 757 1164 4'-6' ( 541 PRECAST 694 693 1073 5'-B' ( 681 PRECAST 408 407 655 5'-10-( 701 PRECAST 382 381 616 6'-8' ( 80r) PRECAST 595 788 464 7'-6' ( 9n PRECAST 509 674 363 9'-87 ( 1161 PRECAST 370 490 214 6 SEE GENERAL NOTE 18 12) "t1witatAal tm'tl .defuYqo•am S %4• w OA*- I m ab b m•e4U 13) Ib ably mfm d f.Msa b.bltl Y aW.r tta"b t1Y d..3 Io- t»6np t1 duso tptN a eltt Kpa».aA A11YyW 36 40M(•MlW" 14) Valais"b. ,a mtrbAw"dddanfin/ Ma9airi Ib 4fa4 4 1b4 b." ,am WARIWVVEWbwi * A010 h bald I../ S IA safe r"19d low$do AtA1t.W Ind Is) ra tegt6b Timm ht" W atm m ab bt bw 1d bm W911 13.m 16) » Ltd b111W W tM.A d. »b b4 bit Aid M4.d My! Can. 17) GW b." at. Iwtmprd dbw b Y.tt If) $a. %.b 9. W a "Goal A+Ip wlp l., AD SM OW Arts 36 N) uwdu oaevibKmw=•.= y ..SswOCf =. Ih. Fdd. Sw dyaW 6da i:ord 1/2' CIR 4,xr-4 seam SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH ERFS- 11 WR 21 eeftat oIK10-21 eAF14- 1 9n4- 21 ellFfe- 1 ellFle- e9r22-116Rn6- 1 tRR2-2t eRn6- 211RFJO-21 ARF30-11 4'- 4' (52% PRECAST ws 2361 3051 3751 4445 S140 9M 2352 3066 3751 4445 514D 4'-6- (541 PRECAST 167 2272 29D 3W) 4275 4943 e67 112592m 2272 2539 307 4275 4943 8' (66' PRECAST 87S 1797 2321 26S4 3301 3911 f1n 1797 2326 204 3302 3911 S'-10'(70 PRECAST 17490 225f 2773 3216 270 6SS 1746 2259 2773 3210 27" 6 -B- (an PRECAST 57D 9n IS30 1991 2429 2e 3329 70 1MD I IS39 1910 24n 2679 Y-6- (90') PRECAST us 742 13" 1765 21 2567 2961 ON A" qtl 1765 2106 2517 SO 9'-8' (II PRECAST 395 4W ee4 1222 U40 It%' 21M 395 SW 10n 1386 1701 2011 1331 J) THE NUMBERS IN PARENINESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOIE HO. 4 ffilfl flF9 SIFT 2 BE18 TYPE DESIGNATION F - 4e1E9 WW = A / U - 1MIRM rwUee7 aIM emu At F- I Wnm1oraGAMYMKII, umi `maim f6 g Ito001YL Imt30 own 1Dr Is R[aR At w ti:• SEE SAFE LAITRAL LOAD IARES FOR LOAD RAIDNCFOR EACH ADDR RFWORCEDCMU( ARC" J`( FAIL COIRKE l7tOgA:TRENEWED tamlVfA\1..119 do Fldid B.7 15 REBAR d-aG.ee 10w CR60 Attepa• te No b[ o12d.m3* Imt (1) 11201D S" 'I; CJLIL elm JS KW At Wilow pr Liam MY1) 141t 7± 9' AL711Q IDTI011 RFD2GI141.IS I PmW4 fCEN . , O. 9' IOIr1K R00NCT1tnvmrw Ou'VIA via 0.. Yivfi4 DWiu1b•173bJA A6 CRAIOPARRINO 024 CR579 SEFFNER FL 33504 n nrr 1:FABRICATION DETAILS n ra>I: ly:r.\•1rNlyw rnm : ,'...,>'1VP c Ia1r Tn;>r v 4 rar mrl4 s; 1:n Tir n? . rzrtlk>, MIAMI•MOD 1%HAD•11-DADS COUNTY DEPARTh ENT OF REGULATORY AND ECONOWC RESOURCES PRODUCT CONTROL SECTION rnER BOARD AND CODE ADMIMSTRATION WIS[ON ) t 1805 S Miami, 26 Street, Room 208 i, Florida 33175-2474 T(786)315.2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) lvtiv_nv mlamidadc eov/economyCastCleteUSA, 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 JurisdictionAHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product ControlSection ([n'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 materialfailstomeettherequirementsoftheapplicablebuildingcode. This product is approved as described herein, and has been designed to comply with the High Velocity HurricaneZoneoftheFloridaBuildingCode. DESCRIPTION: ( Cast -Crete ) 411, 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet L of 1, prepared by Craig Par•ino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 ttuough 3 of 3, prepared by Craig Parriuo, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing theMiauni-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 -DadeCountylogo. RE,ENEWAL 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 anyproduct, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply withanysectionofthisNOAshallbecauseforterminationandremovalofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed -bytheexpirationdatemaybedisplayedinadvertisingliterature.. Wany portion of the NOA is displayed, theft it shallbedoneinitsentirety. 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 4 13-0321.07 and consists of this page 1, evidence submitted pages E4, E-2 and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, Y.E., M.S. jn ` NOA No. 14-0903.03MIAMI•DADECOUNTY k& Expiration Date: 09/11/2018 Approval Date: LO/09/2014 Page 1 Cast -Crete USA Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing A'o. FD4612, tilled "Precast and Prestressed Lintel Details" sheet i of 1, prelxrred by Craig Parrino, P.E., dated Alarch 24, 2003 and Drmving 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 Alarch 24, 2003. last revision 41 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lnitels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTild E-529-94, prepared by Applled Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Namon, AE. C. CALCULATIONS 1. Calcirlalions jor Cast -Crete Lintels, dated 05129103, 209 pages, prepared by Craig Parrino. P.E., signed and sealed 41i Craig Porrhto. 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, System Alanual jor Cast -Crete Alachine Alade Precast Lintels revised on Afgv 1, 2002. 2. Cast -Crete Quality System Mauual,for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drmving No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrhio, P.E., dated March 24, 2003 and Dranving No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P. E., dated A larch 24, 2003, Iasi revision dated ,blarch 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. Nate. D. QUALITY ASSURANCE 1. A), Aliami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Alone. 1 H61lfiy A. Malcar, P.E., M.S. Procluct Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 12-0209.12 A. DRAWINGS 1. Drrnving No. FD4612, titled "Precast and Prestressed Lintel Details'; sheer 1 of I, prepared by Craig Parrino, P.E., dated March 24. 2003 and Draining No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Sqfe Load Tables". sheers l through 3 of 3, prepared by Craig Parrino, P.E., dated lforch 24, 2003, lost revision dated k1arch 11, 2008, all signed and sealed by Craig Parrino, P.E., oil ATar•ch 22. 2012. B. TESTS 1. None. C. CALCULATIONS 1. Arone. D. QUALITY ASSURANCE 1. By k iami-Dade County Department of Peruritting. Emvironurent, and Regulatory .4ffairs. E. MATERIAL CERTIFICATIONS 1. Nome. F. OTHER 1. Letter ftorn Cast -Crete Corporation, dieted Februa), 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 0 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS J. Arone. D. QUALITY ASSURANCE I. By Alianri-Dade Comrty Departrrenl of Regulatory and Ecorrornic Resoru-ces (RER). E. MATERIAL CERTIFICATIONS 1. None. 13e uy'A. Malcar, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1, prepared by Craig Parrino, P. E., dated kfarch 24, 2003 and Drawing Ato. LT4612, tilled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P. E., dieted March 24, 2003, lost revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E.. on August 19, 2014. B. TESTS I. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintelti, 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 Mimni-Dade Corurh, Deportment o%Reg lalwy and Econontic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. C. OTHER 1. Letter fi•otn Cast -Crete USA, hrc., dined August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Heiqfpfi. lWnkar, C.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-3 At7ti RE,W HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE UNTELS 4" SDLID UNTEL nATA TARIr FrMUTFEUMNESUM vww Dr2a.L' " R mB®a R3'"K_;lx f.JLu11-1 L Sr rrvrorr l 6" PRECAST U-UNTEL DATA TABLE La+Gm ri!a IF?!of is ESCiO®fZL 1[ffiyD'L^]E C1a0 JCI 7 Il.>•rllltr..I Elam Y7til_IApw mrTaQ03" UMA L` `1 r:J.IL':J i DEii nrcy pa tfrlofriru r rr_n rrn rraarrsrnr vn r mil",rare rsrai raa va zI r" ray rravrrnrisaru_!s.In$r9r rT.?1mnW T7r7rllu.u_.rraryrr$7rLl1, G71S7N.7ESa7rlaGmrtaarz:,Itn270 rw..2vww mev r r>,ra Irraar1.Mffwrw,2orrrvrr179T17Ll! r:a t rramrj"(.rr2vr--.Ijn J EYH7 II_ rTQ'i Omayramsm>tr Lu,rr rea.tr.: mcy aey rr[ rs vct r r n carr a. rrs rc o 12• PRECAST U—LINTEL DATA TARIr 4' 7 r> 7 rc'1 1111!liitcli; K" K"ffx,Tautrt7tmarrLa tmrQ rE_MAVjL&.rJ VLjrandmt_amMvur_o"en torvu C 7cufLLJ VlilOr nrao572'>a<tyrl:,R,rimEv®e-L>atn rT'C fRr7 JrLr,urr lfFLr•Il snm ffN" euarLa.Il llmQ}•re.1r.,, iR'L'7 ECi wu KFMf rFI.L]rC51rLr.1f: 1RIC 0 grlr--I[1I37rIMIKil Is Irn Q}C[1 I C[r10 a LDMFLISLJ LL" fF7C]a f7Cio E:u}r:.arLr.0 loryrei rfey r t TYPE "Y" TYPE 'A' STIRr n v w nptvmgAtl. rn•I LY'. AY .1• Y mM1 Y YYW y Yr Om t nr.0 r G Yrr.• rAol m Y . Y U OJ a- III 11,80— wmwrmK • /talt[o rot IOOCI AIMOrAL O D IOOIlC1rD rr CWn=O UM AM CAM W Or x Mooma OR emaw a 0omm qr Pon WWMM cmw "a-c t Ott Wk t. tC1rOOt1e mr1. Ypt tY A= MIDI rL N AI• is A01O tIA9M• lu0•ib . w. tl CIO, Itrt0.s . rr.. rY OA1Ot M MD A ft A MM = row OYII'tM Crg1AVO ROIOIO AU C.IWIu tWIIO. r. e•ICaR taosnt, r.. tee. ro Pet Art t Ilsf AID It NO nw tAq G• .r WL ACr 1= a am r D AU W - m WILCAtrnrLmr.. Ara. rn rq . OOi I.rIOt *O - 4 IMOI rtt tOArO .ut I-ttraft "am ttlt0L06411WMrcannat3ftXS •rrI r. rt IIOtt fm osa t qmt tell WI h q O AM. If 1101 Y.rN YlY rldlOO IAY rOOI s tua iuw.ancrEIrsEsararoujart ,r•„ tl vtrn©ao' rom r a,ar r u ots vej3mcvnoe1e7O! y etcrayitf aslar u.l_:JCt]!• Vim.,. a .JLmt= ` r<i'r+L=141d[rS:rLiL'::J IJ i VL'L"_1 LIC1/[a Q) • s rrv-v tics rt-rmoumr If_.r.+c rr:ni, rrV•t rrn ter. ffmcm. -wrmw F-r,t.t r•r mr-ary n:rrrn t-ata rJ•S.9 r. o®mmegar m.l.,r,r,r r io EN, PV TQ yl • t I/'pr 4V, CRAMPARRwD JAt E?.••• %FFNEFL R 33584 mw PRECAST AND PRESTR Mon Wr KrvlsY:u d mrmlYl^L "id, d Flaida UuI1dI,C Ow. As<cpt;r+w14- orl o .03 Qj ifNwOIAH? Z`18 D LINTEL DETAILS GENERAL NOTFS 1) AbltAde: Cc 4' puma 61W - 3WO N rara If 1rdd.a6ro fe 4reat 070oydcnait.an r .pry yeMdato.a C11101 r rs p0 .0A nd roar i" ATN Aa15 Cfade f090 nrro pr As11t C200 4, Y r s 2) As ate 1.0 btlo Wood as miimmon 4 Lmh er•ir 100V4 t, ,A - sW asps Iaforrdd tr PA 12W eM 12" mod be retd y 766 6 bood" kash Is lose Dan a 1/2 edam fr.ti0e M nlwW bid and bred 1•tntA 4) Ila fumed b ptmlwb Wgr-ot 00 yement tt6c6tn to Vcdr 40 6eb coded «be. 1 . 142W".bd1'im1`2+ 1428(2a) . 1 28 yl NMIN 5) m *A& meat or .rtr Ja0 Wortia. , LuasWle Lmtd 4r•• 4 a I n lr-4 a layer mteb r emeed L/13D ddkt004 IM b infra to ardiam me.u'g 1bi FlWtlde a:06Wp red. section IWIAI a eryac . 6) SIM Mae idib to Iow a& 1) 4- odd 0akb b be iat" •/ 4' fm OSION WMdd ore e raaolm WrICIL Q aat4Ldkn/ W':tlWodeaennda, d Wd mud tor" Qh W arditrRNr 6) TOO dedgw may aebrh mvmbeied boas Into W al. tddd byma+ddfaa — ateup M~. am lbw d -eq komrW 10)ILL -Rd It" It) adkm reN dear rbr to be JmW at too I.ttrn Of W Lod ca.*. TYPE OFMCNAMON r( r . rum m a•a / • - tetua I I rowa1aWllmv 12F16-2B/2T e•adl dw J L W U'r LQ Q•eO m tt W" t. doao tar trans O` +';• _cum g ,•: aw L•'f; qTay d t7 10 • e aA to imetm to d' 111e1d la sae• ro e• 1.tmd t 1 5 ' AcTuoL ' = a lr RW XAL rear" l?] UatmaadabWftdcd k*nhv ad 6io le¢ bn6 moths M the ends U 13) The interior er40t. d Web edased i1 OWN taantb mar •4b dd lave t••a'y al ebcm MAW k remedace, •ah AM b626 Or Woe •ip.W 00*4 14) bob shmaid M> d+ W the mEl. bWyhis I nt (ebru6 •weWe AwAd W(W k•d + Arraol b.LWM ba0 S IA sole r&d bed sat. bitkadd Imo 15) rot composite 6d.1 Addle ad dam On MIS b.d Inm and low hap them 16) ra Wet W*m net dam lne .do lead Imn nW MLed lop dam 17) We bob do o wlao••r dtb.dld. body 16) sale tab Mm ae msww dttgl amok rn tAn 'ild6 ono AO 71& 19) reitdertN t•.ruU meantr via (ROaQ e.n Ilrpiekl su del Waby r SEE SAFE IAIERAL 1M10 TABLES FOR LOAD RATING FOR EACH ADMIMM RE] NFORCEO UCM (KWhFULL COURSE 15 REBAR FOR 6' L9T M SAFE LOADS FOR 4" SOLID LINTELS 4AW 4affm GRAVITY TYPE LENGTH 4S8 3'- 6' (421 PRECAST 1180 4'- 0' (481 PRECAST 959 4'- 8' (541 PRECAST 789 5'- 10'(701 PRECAST 460 6'- 6' (781 PRECAST 360 7'- 6- (901 PRECAST 260 9'- 4' (1121 PRECAST 156 IV- 6'(1261 PRECAST 116 4AM- tam UPLIFT LATERAL TYPE LENGTH 4S8 4S8 Y- 6' (421 PRECAST 687 371 4'- 0' (481 PRECAST 597 320 4'- 6' (541 PRECAST 529 258 5- 10'(701 PRECAST 407 148 6'- 6' (781 PRECAST 366 118 7'- 6' (901 PRECAST 280 87 V- 4' (1121 PREGlSr 187 55 10'- 6'(1261 PRECAST 152 43 1/ 2' ClR Tm-/ - t2j 15 M%R FOR 12' LKIELS 12UB 12FB 12F12 12F16 CR40 or GR60 6U8 6F8 6F12 61`16 ;re; I;l :;r:`:.:•• yF:' :, . y`,'{:i ,tip: 1st.} t'4+ +.r .'Gros I' l!?:1 ilflti; t,•,. 2..: • V;: •.• 4':: ti.•S ili'if,'tt os.;:" '{ n :. ^ 'r,'r. 4.: : 4S6 p L'G' •, 12F28 121`24 12F20 PRooOcrrult+ rsla i; i,:* :1Z: anm'nrlN^6 vidlttu Flwlda BulldinaLSr: • Q. Atapbnta A11 /Q• - o c 4• Q' 4t r •'< j CRAIGPARPINO B inlwet>:te ZO 6F32 6F28 6F24 6F20 So........G.•,SEFFr EAR 33584 1>r L.: fd/ tSiAL S,Jea FL.P.E UC. M447% ° un 4bnn.:: 4 H u— CAST—CRETE 4"e 611 & 12" LINTEL SAFE LOAD TABLES V) nr 6Wc D Wtl-14 Op11R 11: 1M.W ApW SCAIL• NAS b' /'•.'; 0AIL S/24/61 gQCI(L0 R: t1A10 rAVmID, rr. - CC R0. w!6 0aA66R:R0. u4u sm" l Or 1 SAFE GRAVITV LOACIS ono a-, DOQr eer a ....•ram. FA mr-ona 1 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 60 6FS-10 6F12-10 6FIS-1 UN-10 GF24-10 6F28-t0 6F32-10 3'-6' (421 PRECAST 2332 2676 3892 5050 6148 7227 8297 9357 4'-0' (481 PRECAST 2025 2313 3892 5050 6148 7227 829taM4'-6' (541 PRECAST 1654 1887 3633 5050 6148 7227 829 5'-10-(701 PRECAST 1067 1260 2198 3557 5734 7227 8296'-6' 781 PRECAST 949 1078 1831 2850 4328 6737 929 7-6' (901 PRECAST 779 803 1459 2188 3151 4524 6654 935) 9'-4- (1121 PRECAST 584 660 1066 1523 2064 2795 3731 5DI7 I0'-6'(1261 PRECAST 5D3 566 895 127D 1706 2238 2898 3747 11'-4-(136') PRECAST 457 513 1133 1507 1952 2492 3163 12'-0'(1441 PRECAST 425 477 1042 1377 1769 223 22BOB 13'-4-(1601 PRECAST 373 417 J46 895 1170 1485 1852 2285 14'-O'(1681 PRECAST 351 392 835 1087 1373 1703 2087 17'-4'(2081 PRECAST N.R 299 455 620 794 985 1193 1437 F,u..nca2 ML rcnl;tnIR lUUWRMS FOR GRADE 40 FE1D ADDED REBAR. SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 M 1 a Y f.. SAFE LATERAL LOADS MO [- bbc-r......... .. jMp SAFE LOAD PLF LENGTH TYPE 6U8 6F8 R CMUY- 6' (421 PRECAST 587 1055 596 4'- 0' (481 PRECAST 487 787 445 4'- 8' (541 PRECAST 416 609 344 5'- 10'(701 PRECAST 300 350 198 E- 6' (787 PRECAST 263 496 157 7- 6' (901 PRECAST 222 367 116 9'- 4- (1121 PRECAST 173 352 1 74 10'- 6-(1261 PRECAST 151 276 58 11'- 4-(13n PRECAST 139 311 49 12'- O'(1441 PRECAST 131 277 44 IS- 4-(16n PRECAST 117 223 35 14'- W (16n PRECAST 111 202 32 17'- 4-(2081 PRESTRESSED N.R. 130 21 SEE CENERAI NOTE 18 SAKE " ON ICT I neno E— ...... — . SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6FB-It 6F12-11 6F16-11 W20-11 SF24-11 6F28-tF 6F32-IT Y- 6- (421 PRECAST 1412 2D74 2715 3356 3997 46M 5279 4'- 0' (481 PRECAST 1225 18M 2357 2913 3470 4027 4583 4'- 6' (541 PRECAST 1083 1592 2084 2577 3069 3662 4055 5'- 10-(70) PRECAST 831 1222 1600 1979 2357 2736 3114 6'- 8' (781 PRECAST 723 1097 1437ro 1777 2117 2457 2797 7- 6- (901 PRECAST 648 883. 1249 1544tu 1840w 213514 2431 9'- 4- (1121 PRECAST 575 571 98D 1252 1492J 1732 1972 10'- 6'(1261 PRECAST 514 462ro 787 1121 1336p 1551 1766 11'- 4-(135') PRECAST 474 404tic 685 985 ct 1213 1442 1645 12'- 0'(144') PRECAST 454 367 1 619 BOB 1D93 IV 1299 1506 13'- 4-(160') PRECAST 14'- 0'(t6B PRECAST 402 368 308 285 516 475 736 906 632 1076 989 1247 1145 17- 4'(2081 PRECAST 253 208 33B apt E47 585 3 803 uuw w nmLnl"Lw AKt rLKWff REDACTIONS FOR CRAOE 40 FIELD ADDED REBAR SEE GENERAL NOTE R0. 4 t< QSMCAST-CRETE 46r NINEmot- asro ,. ote. r. PoDUCrrWVl3SD UWIdtM Owe i0, n. nwida Vlalmiuxn- O C'S.o7 IAIGPARRINO eyl 1 Zo/R W4 CR 679 WEK FL 33684 wnI FL. r f. M NQ 447% 6" & 12" LINTEL SAFE LOAD TAB SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS 4m 448n48 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12UB IZM-20 12F12-20 INIS-20 IV20-28 IM4-26 12M-26 11 32-28 Y-6- (421 PRECAST 3428 500D 583E 7619 9352 11060 12755 14438 4'-e (487 PRECAST 2923 4232 5838 7619 9352 11060 12755 14438 4'-6' (541 PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 5'-10'(701 PRECAST 1612 2320 3218 5234 9487 11060 12755 1444 6'-6' (781 PRECAST 1383 1986 2679 4196 6421 10032 12755 144 7'-6- (90j PRECAST 1138 1628 2131 3218 4676 6756 9763 1352r} 9'-4- (1121 PRECAST 795 1216 1535 2230 3083 4167 5593 7552 10'-6-(1261 PRECAST 614 1043 1295 1853 2516 3323 4334 5632 11'-4'(1361 PRECAST SIB 945 1162 1649 2216 2893 1 3719 1 474 12'-0'(144) PRECAST 456 878 1 1073 1 1513 2020 2617 3333 1 4206 IY-4-(1601 PRECAST 359 767 926 1294 1709 2188 2743 3409 14'-O'(1687 PRECAST 321 72 8865 1204 1584 2017 2451 3106 17'-4'(2081 PRECAST N.R. 4511, 631p 881P 11411 1428p 1750 2102 2321 PRECAST N.R. 343 477 700 p 925 1152 1380 1609 6) 11E MWERS 11 PARMIMSS ARE KAWO AFDICIM PoE CRAM 40 FEW MM RMAIL SEE COM 140E N0. 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U.LINTELS 4wsr44nn SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE IM IM-21 wwa Iifl14- 1MF18- 121ftt- 12625- IZ130-21 4'-4' (521 PRECAST 25M 2942 5468 7561 9640 11669 13679 15679 4'-6' (54') PRECAST 2319 2740 5468 7584 9640 11669 13679 15679 5-B' (W) PRECAST 1347 1541 3555 8395 9610 11669 13679 156 5'-10'(701 PRECAST 1259 1758 3361 5954 9358 11669 13679 156 V-8' (801 PRECAST 924 1 1430 2633 1 4415 6884 1 1257 14WR 7'-6' (On PRECAST 703 1203 2157 M94 5259 7922 9623 I1 9'-8- (1161 PRECAST 389 843 1451 2157 3203 4427p 5417 6380p 1) DE MAIM N PNRNIMSE AIR PULLVD RII U=W fro fF M 40 fEED MW 113% SEE CEMME NOTE In 4 a 4MIT-00M SAFE LOAD PLF LENGTH TYPE 12U8 12FB RC MU Y-6- (421 PRECAST 1295 484113933.j 4'-0- (481 PRECAST 1295 4841 299 4'-6' (541 PRECAST 1049 3922 2417 5'-10'(70) PRECAST 681 2547 155 6'-6- (7n PRECAST 579 2167 1231 7'-6- (901 PRECAST 474 1771 914_ 9'-4' (1121 PRECAST 355 13261 560,4 10'-6'(1261 PRECAST 306 1143 454, I f-4' (1361 PRECAST 278 1041 38 12'-0*(1441 PRECAST 260 971 34 IY-4-(1601 PRECAST 229 857 278 14'-0-(1681 PRECAST 216 809 251 17'-4' (208) PASSED N.R. 6 16204 19'-4'(2321 PRESTRESSED N.R. 534 130 L V —1. Ia PLF SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 4mm4c__ft SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 12F8-21 12F12-2T 12F16-2t 12F20-21 12F24-1T 12f28-2111F32-21 3'-6- (421 PRECAST 2752 4287 5613 6938 1 8264 r 9589 1091S 4'-0' (48') PRECAST 230 3721 4872 6023 7174 4'-6- (54') PRECAST 2113 3291 4310 5328 6347 5'-10'(70') PRECAST 1623 2527 3310 4092 4875 174175D266'-6' (781 PRECASI 1444 2269 2972 3675 4378 7'-6- (901 PRECAST 1267 1767 25 319 3806. 9'-4' (1121 PRECAST 1028 1171.1 2006 2590.j 3W7 3583 4079 10'-G(126r) PRECAST 9201 947 1612 2281 2764 3209 3653 11'-4'(1361 PRECAST 858 B29 1404. 1982 2441 29 3354 12'-O'(1441 PRECAST 814 753 1269. 1788 2201 2618 3032 13'-4-(160') FRECAST 678 6 33 1057 148S 1826 2169 2513 14'-O'(168') PRECAST 62201.586 974 1365 1679 1993 2309 17•-4'(20n PRECAST 434J42769S 064 1182 1402 162319'-4'(2327 PRECAST 366370 593 817 p 1002 1187 1372 U) INE t4UM IN PNIENIIE45 ARE PLA= R[DOC11016 f0R OW 40 FEID A90ED RESAA SEE CEIVAE WE in 4 SAFE UPLIFT LOADS FOR 1Y' PRECAST w/2" RECESS DOOR U-LINTELS I SAFE LOAD - POUNDS PER LINEAR FOOT LENOT PE112RU412RF61RCMUI (LENGTH nPE112166-2TI18U10-21 121dt4 4'-4- (521 PRECAST 1295 3692 4'-4- (521 PRECAST 1626 2685 3746 4'-C. (541 PRECAST 1213 3458 4'-6' (541 PRECAST 1558 2582 3602 5'-8' (691 PRECAST 784 2236 jr17 V-8- (W) PRECAST 1210 2042 2W) 5'-10'(701 PRECAST 747 2129 5'-10-(70' PRECAST 1173 1984 2769 6'-8' (80j PRECAST 602 1716 6'-8' (80j PRECAST 10201 1531 2426, T-8' (901 PRECAST 504 1438 91404 7'-6' (907 PRECAST 904 1226 2163 9'-B' (1161 PRECAST 355 1011. 9 8' (116') PRECAST 703p 771 j 14721 6AIIE,6 IN A9 01I ES6 ARE EFAM f EWMAS MR G . ENS • 40 FEID ADOED KM SEE MOK On N0. 4 447 T E F)Ij 6RADucrums[n N w4WIeftwidl 0k n ri4> Ai14i1C c1w AwxvlmLcxu o 03 03E-Mm D k 1'4 CRAIGPARAINO 6924CR519 f •78Ir1ORC NAL WmInuft .6 SEE GENERAL NOTES -SHEET 1 Of 3 'A44j4 kE.•L. kI.P.E4.TC.N0.lI1m i / r,. 0MCAST-CRETE 4, 6" & 12" LINTEL SAFE LOAD TABLES AM y `I ..- e, pR19/-14 oRITJ m A4E'I ARIOW MALL• ILM A'-"„j 24/0) O - m QAC MtORq Pt. CO. N0. 4059 MANMGIM uwu SIM 3 OF 3 M® MIAMI-DADE COUNTY PRODUCT CONTROL. SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wvw.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing'the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction 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 tight to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 Inch High. Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel. Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Renewal 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'aQer 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 put -poses 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 N 14-0903.02 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, & E-5 as well as approval document mentioned above. The submitted docum,'entation was reviewed by H lmy A. Makar, P.E., M.S. NOA No. 16-0126.03 MIAMFt)ADE COUNTY Expiration Date: 05/21/2017 Approval Date: 04/2PO Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet 1 of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet 1. of 1, both drawings signed and sealed by Craig Parrino, P.E. R. 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. flamon, P.E. C. CALCULATIONS 1. Calculationsfor Cast -Crete 8-inch Lintels, dated 06106196. 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P. E. 2. Calculations for Cast -Crete 8-inch Lintels, dated 11111/96, •45 pages, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P. E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo 94 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report 420-8275 dated 06/20195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/1 3195for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report 42111-078240 dated 04/25/96 for #3 rebar by Ameristeel. S. Mill Certified Inspection Report 084-M19614 dated 02129/96 for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58-A66332 dated 01/28/96 for #4 rebar by Birmingham Steel Coip. 7. Mill Certified Inspection Report #84-M20749 dated 04/05196 for 45 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M19805 dated 03/06196 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96for #4 rebar by Birmingham: Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04103196 for #5 rebar by Birmingham Steel Corp. Ff#ny* A. Makar, P.E., M.S. Produc ontrol Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED H. Mill Certified Inspection Report #84-M20749 dated 04105196for #S rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2.. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS L . - None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheet I of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", sheets 1 & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #S dated March 24, 2003, all drawings are signed and sealed'by Craig Parrino, P. E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTM E-S29-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. Wfiij A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 45/21/2017 Approval Date: 04/28/2016 E-2 Cast -Crete USA Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel fabrication Details'; sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. d. h&ul A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, 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 sealed by Craig Parrino, AE., on August 19, 2014. B. TESTS L None. C. CALCULATIONS 1. Calculations for Iligh Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. - QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION ' 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, -signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. He A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. -CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from 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. H A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05I2l/2017 Approval Date: 04/28/2016 E-5 AZT-RETE9 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS PRODUCT itrNmw T M- 0070y Wah Me "Wide L9TE "A" STIRRU32"0 BA IRRUPS s T --!!a u STIRRUP &TAIL PRESTRESSED U- 7/3Y0 BA STIRRUPS TYPE "9" STIRRUPS n STIRRT A •,rAAI C a Cdvt 1161 S AANO R710.0«n 0.134 aa2 a 2 a -a A O - 1!-a 0.140 Q 7 I., 3 Y, 17-4 cuss ote) ai 7 32 DAR t7-1 a e Y-• 1 -a 4• 1 1 -3 U -2 I O A -! 2r-r 0.164 7RT 7 2 out I a ID 7/32 uR 21•-z• e e a•-• s/a• to 2r-e• 0.2W S11 2 DAN 1i t'io2C- 7/32 Rd 1•-IM a e 3•710 S/• TO 6.21s 1• 7/32 MR 23'-IV o a'-7 1/R• 10 A" oarf%ACT W / ee Ornree nn I ' i•. R 11.©W'''r.cr.sc l rr.l!r•h mla a ra rFf:f I l!T.'G V[5'AR©ao Taa[xziatfrartL:cdnt;?.V I r no IawmlOR.imrTizsfrJ Eu:s un!SP_r I I, oc vn r3:arv::ansrr,r a r no rs r sanmr ua I en:ert.rr>:.¢irae:o a rna •.• [DO. W A.to. I.eN IR['V RiWrR W Il.11 IMIILO m W MRWA t m X" LOON Mr[_ier IMIR RflREORCIRfi ..r fARW •TIER Y'•-'.n :• Ali. iau MLC to,r ra0.0. trri'A• IR..[ n Ww El rI r1 r EIM SRESTR1SSro WE]It 111IRTUMNII eACP rARMPATION MDeEi 8" PRECAST U -LINTEL DATA TAB t'-77 rT+rr;,,^-a.,r Y.sOC i•RiICSiI/jaf.7 nRT ttii ET7 Ti omm BEE 1 Illmo rt;F- S3atear leaDmEC'M©GlO t R3iftiii 1i11 ItDQ!:7 i1 40 FiQ'i r*.1:7 FLISi Dr 1FY.7 CIL] to r nan IZQ 1T rsesi ao RffiT r7CT7 rITL.I R•SrSSi f iT 3i pC1 p Q1Q7 3fl r1 7f 1 Q fE_a m F1:'i mC I III lYarrixn n 1I1G]IiFmiO r F?ll a:•ta rsr mil r Mesa a Cry o THIS MOPPR7M1 AfOR11 IM* IS PROfmm M T110WCT AMROrAL IT D MOICCIED W CWrmR Un AM WWI ME RQIAMUD OR ODTIDMUD RII"Kn IM "MR MOTILE C6113011 a CUT-40E WA. M. RI, IdIK7t" wm= L MEMOU" STUL. 7/12 SN MIY ASUN A 11. S. MITI IIR "M IMIIR K S11UM AND it R10IR Met 90 Uts ASIE, 7/1. OCR KWM 11 COMEO StAkIM fWM LAC" D WER 270M 1011411 ARAt100 PRSIRC&M END Of t11I RDIe0R000 CAGQ POI MMOU MAW ASIM 41•. M or SPI NM • a. TAM M s. CMMM SIRO MMI' E. a 6006 PSI FDA N JIMM 1• GCE MODR S1I01e t SOICVS FMIU53LO WWI f. • ae•D PIT TOR ALL r1DR [At" Um. PRECAST 0 am IRII00. 4 Rs m ms Or IOurSorfLUE flaw PU i 1101M[ ll"Alls to= a •Jo . frw 4411). W ASOC M MAT K YKD D M slstlrUm q fEtlIR6tDR.O.I. _ K I'MUL KO 1MIR sDRIMC010 CAOT to/Ifln MTIsIO AND IU UW. roam ENS' • • I;r PRODUCramsm WMRRIrhll ou P4RIJa DDltJip co0c 9: *M EO o / CRAIG PARRIRO Atrry1lAlReNeLf4_-O OT.OZ. ueIIWLO• y,/ pW ` CRs wd a wuwtiSEF6 ONAI ENI.` FL. P.E. M. tr0.++ne CAST—CRETE 8" LINTEL FABRICATION DETAILS 01ftIf144 maro m ETAS PM M Pt - EEC, m wo Su1D m m mu Os/0I/U I tl,-O n Tue PM m. it. - AM a 1055 tuYlm se, m IUD 1 co 3 c 17'-4-(2W)l PRESIRLSSZU N.R. 200 S4! fop III! 1409 laf 2W- 19'-4. 232) PRESTRESSED N,R. M M KR MR Nt 23S 4q0 no 1 1282 Isis 1716 21'-4' (256' PRESTRESSED N R. Ni tR NB i MR NR Mtoo310SteIll! I359 1440 22'-0!(2641 PRESTRESSED NR, HR M Rn xR M NR M 1 315 sSD 7a la7 12ES lJ» 24'-0' (2861 PRESIRESSEO NIL M N. 129 150 450 254 a Con lag n THE NMUS IN PARDIRIESIS ARE PERCENI RIDUCIRR45 tUK tiK11UL nr FIELD ADDED REBAR. SEE GENERAL NOTE N0. 4 ON SHEET 3 OF 3. SEE GENERAL NOTES - or SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR S" PRECAST S PRESTRESSED U-LINTELS 1STaPRESTRESSEDU-UNTELS A--. I SAFE LOAD I SAFE LOAD - POUNDS PER LINEAR FOOT me BUB I 8F8 LENGTHrt i" LE 3'- 6" (427' PRECAST 1025 1024 1598 3' 4'- 0" (497 PRECAST 765 763 1309 4' 4'- 6' .(541 PRECAST 592 1 591 1073 4' 5'- 4- (64') PRECAST 411 411 745 1 5 5'-) 0'(701 PRECAST 340 339 616 5' 6'- 5 (761 PRECAST 507 721 490 7-- G' (20") PRE11057 424 534 363 9'- 4' (1121 PRECAST 326 • 512 230 9 10'- 6"(1261 PRECAST 284 401 180 1 11'- 4'(136') PRECAST 260 452 154 1 12'- 0" (1441 PRECAST 244 402 137 13'- 4*(160') PRECAST 217 324 110 14'- 0' (16TC) PRECAST 205 293 100 14'- 8'(1767 PRESTRESSED N.R. 284 91 15'- 4' (164) PRESTRESSED N.R. 259 83 17'- 4'(20Sy PRESIRESSED N.R. 194 64 19'- 4'(232-)PRESIRESSM N.R. 14B 52 21'- 4'(2567 PRESTRESSED N.R. 125 42 22'- O' (264') PRESTRESSED N.R. 116 40 m') PRESTRESSED N.R. 91 33 SEE CENEBAL NOTE RD. 18 ON SHEET 3 OF 3. PBODUCrRp, ED 8 wAWe Play Awp ° ° 3 7 5d6'.,> i ,0 h 6' ( 421 PRECAST 0' ( 401 PRECAST 6' ( 54') PRECAST 4' ( 64") PRECAST 10'( 701 PRECAST G- S' (7S') PRECAST 7'- 6' (901 PRECAST 4' ( 1 If) PRECAST G- 6' (1261 PRECAST 1'- 4'(1367 PREOASI 12'- 0' (1441 PRECAST 1T- 4'(1501 PRECAST 14'- U' (1651 PRECAST 14'- 6'(1761 PRESTRESSED 15'- 4'(1847 PRESTRESSED 17 - 4'(2I g IT-4'(232 21'- 4'(256 22'- O'(264 24'- 0' (2997 PRESTRESSED 1) rovmwov1Rtpo ESIS ARE PERCENT REDUC106 FOR CWE 40 GENERAL MOTE NO. 4 ON SHEET 3 OF 3. v PRODUL7Rnvl= D ond) i+y rinu6 FleMdn L o0 02 TE F J CRAIOPARRINO 6324 CR $79 Dr O R `; *- ". Conuoi" G P.E. LIC 0.41756 u p44t MRETE8" LINTEL FABRICATION DETAILS 14 1OA4R2 a, too tarok L - Il4 AA 44114 StA1L` Ma 10 w Y I COM R CM Aln4 tL - = M 4058 1 n411ue Ya i0f SUl 2 a 3 SAFE GRAVITY LOADS FOR A" 1aoeA+A4er...r nN bw4rre SAFE LOAD • POUNDS PER LINEAR FOOT LENGTH TYPE BRU6 eRr6 m asI 66Fn aa126-6e mr3D-ce eel6 le eslo-le 3m wffms:u q Rln-le 5421 mrm-le 6493 av3o-le 5674'-4' (Sn PRECAST 1635 1749 Imt 3699 BOW 9479 10693 4'-6' (541 PRECAST 1494 1596 3063 2992 396e 4948 5224 69D1 1150 3699 5206 6039 8D60 9+n IDEu 5'-W (681 PRECAST 866 220 1 17M 1711 2277 Me 3U2 3960 1107 2481 4567 29 E nl7to 9311 5'-10'(707 PRECAST 810 M ISM 1690 2124 2649 3174 3700 1113 DO 4242 MMU 8o6D 7402 870e 6'-8' (on PRECAST 797 Sol 1825 3120 sole 7747 9448 7360 501 105 3120 MA MS 479 1 7'-6- (901 PRECAST 669 155 1490 2459 1 Mn 1743 7n3s 503 255 1490 24W 3776 S743 IDe9 9'-0' 0167 PRECAST 411 466 999 1568 2233 3129 4091 3148 526 999 IS60 i251 3129 4150 MI yr ...r.. " rnncnlnuu AIR MGM REDUCRONS rOR CRADE 40FIELDADDEDREBAR. SEE GENERAL NOTE N0. 4 MIER& NDTES 1) kkdrde Per Pr.d kM-4M plretumwbm . 60 0 rc Orb . = W 3/6 rr4rd4e'>a.eA4 eoM1 N tE0 .T n4iner al nM ru As01 ANS r. 10 Pnkaitp .kWnr 16D1 A116 Gr. 2" M nw.lil aaav pr ASeI O70 hM N r ! 2) At u1. bd 1.Nr bur a t WOM 4 um n.abd 4.s94Faa6ssit. b.4 5a Lid IA. an.r 6tail 1. W rfO1t0Iy b11k abbhe .. Ikr 3) R.db IO near bd m Idd pdA 4) The —be b Pi.LL4>b blWn ThePa4ul rridye t. O.b 40 no .444rw. Las» ds r- 6' Udd 932-111 cW bog - 6 T1 q Lundoapmm ftAts501paS) Ad w rdh abe iabl In. Noyt17-4• tr bwtd. rUm Is 1WN L/ 160 6dbcm frfeo 104].I mea.6e 1M nl*A 6.tfi0 6) Sbr. Met NOa WAIbe4. MKe9Ne 7) or /7 fob" at7 l+ 41b.5kAr IN he )3 fttm u r dnehM actma 11. •adl.bld 6) WTMoldbgdlMrL•M adienb rrrlld.! Ir.A. lm W ..h Ir.4 I.IA:. h Rtdi00 re..9rd adArwdF*M bee Do 10) NA . Id Mr I I) edb. B. b .db4'rd- It N baW d be NOM of Ik. Add,.*. r- SEE GENERAL I407E 18 11) Lbbb r. a.. drlyd lift 3-I/Y bm n W- d M ah to --Wm. rMog td W dLo .r 9.9,* 13) W rlaler AWIM 1 i bb labtd Is a kdw noq.b erfq d dim .00" i .ox.drr. +L AS N r. u .9P(•yM"C's IQ ibbb brd it dlu. . ilk Mkd a1y r .d0 ow A•MWurHq rc A.b duAA r41idrrDae+d4 .OL AMU m6W br AA9sr laib.ad br 5d. rrtlt ,lad i 5d. - ', '.r br 6 Lo is) rr l.ageat. SM btyl..A auM - W. bW ken ad bm ft%ft dam 11) fr rdd kMM . d dt.a N. wIo b.4 lam ad bvAd bay! der, 17) 3.6 b- h .m rgrtgrd C.." b.S 10) Sol' b.h bur a "S" •aN• OV* l.r AO 310 rd AQ 3L 19) Ada*W bind br ay.otr 4.. 4 ddid b. 9a drlur !r PbSty 4A inp N'La.r fired. maeary 1. IIIoM .er. ka Wd Su mIN kdr. 1/2' CIA Mzmm or SEE SAIE MIAL LOAD DAM FOR LOAD RA11N0 FORM ACDII O IMCODURSEdN o M SAFEUPLIFT LOADSFOR % P' ooerA et...r jAS1`CR47TE SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 66Po-lI WO- 21 mFlo-1 61510-21 Liao W14- 1 6p14- 2t 88Ite-I 6Rr16- LVn- 11 W22- 21 6-1 BMA-Z my-11 MD-21 4'-4' ( 521 PRECAST 9os 235- 3ose 37s1 4443 5140 IDS 160 2302 3050 3751 444S 5140 4'-6- (54) PRECAST M? 160/ 2272 29b 7 4275 4943 m 104 2D2 29D 3607 4275 4943 5'-B' (68) PRECAST675 1797 l326 laS4 3762 3911 6n 129 1797 232E 2854 im 1911 5'-10'(70') PRECAST 655 1207 1T44 7259 7713 Fu-t, 2709 656 1233 1749 l259 2773 3786 2719 6'-8- (60r) PRECAST 570 9!0 1 19867 2429 2eri 3329 JO IMD ISA 128D 2420 2819 3329 r-6- (90') PRECAST 506 742 13N 1705 2166 2567 296e sm 890 1364 176S 2166 256) 265E 9'-8' (1161 PRECAST 395 468 eel 1222 1540 tms- 2180 395 550 1072 Ik6 1701 20t4 LUI 19A "" r.i..— In rAl4uvlmtU:i Aft FUCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR SEEGENERALNOTENO. 4 TYPE DESIGNATION iiva ) B 2 r - Tolle It1D1 umin / Y - 1A61UD r- a91lEn or 15 AMN At j n . I sxlur 6r una unn U y 8F16-lB/ IT AIOm., mm-I `•GGNDT or is Is RMA Al top 1. ! , ; a •,J' C" r' Y C A k r.. L •' C W1 r r • Is Im AT I0110N O yAA • 144jr. a 196a MR l7- sn•ACM I moo" r l mm wla) RENEWED l%'kbooftmlb • PRODUCT ItOV k 0.44 I5I51UrIti-sj.-Ind. the "Mid, N•ol CANO P D° h / t Q am CR A S?q c d cA :rs/ OAIRAI •ECSGX SEFFNETL. fl 93669 r r Lltdr we CAST— CRETE 8" LINTEL FABRICATION DETAILS p012vvp . ,F• " L L o93M-14 own can r fI.14 r —». A!O'A rc - AR ea N7u lcNtr IO) to scll[ THERMAITRU THERMA TRU DOORS 1 1 G IwDU8"Ia\ DR.. EDD9RT0N. a I 43517 Classic -Craft" and "Benchmark by Therma-Tru" 6'8R SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W/ & W/OUT SIDELITES INSWING / OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES General Notes 1. This product anchoring drawing has been developed In compliance with the 2010 Rotldo Bolding Code (FBC) ex&Kfng the xlgh velocity Hurricane Zone•. See the certification Agency CediBcole for saes. specifications and rafngs. 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material stall be beyond waf dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shall be installed follow mg installotion irsinucfiors of ANSI/ AF&PA NDS 2005. AB other fastener types to be Installed tobowi ng fastener manufacturefs insto0alion instructions. 4. Fastener embedment depths, edge distances and center -center distances shag be as specified by the fastener manufacturer but in no instance shall they be less than shown in this drawing. 5. Where shuns are used. they must be a lfgld / sff material that complies with the requirements of the 2010 FBC. 6. Positive and negative design pressure requirements for use with this drawing shoo be detemlined by others for specific jobs in accordance with the governing code. 7. Site conditions not covered by this drawing are subject to further engineering analysis. TABLE OF CONIENIS SHEET# DESCIMM I Typical etevotiom design presages 8 general notes 2 Suck anchoring 3 Home anchoring 4 home anChartng R bill Of 111aterft S Horizontal L vertical cma sections 6 1 vertical cross sectknrs I r 1 1 105-0' MAX. OVERALL FRAME WIDTH KA KA KAit F m s I it l; irli f li if li II II1II iJ! I; 4 I, I A .A A s s s s s a DOUBLE W/ SIDaITES Oxxo MAX DESIGN PRESSURE 47.0 -47.0 37-V MAX OVERALLiW1D7H i4 r -t' r"' 5 e I 1 I 1 ii it_i S)N= X MAX DESIGN PRESSURE 77.0 -77.0 74M MAX OVERALL WIDTH t 2 3 S S 5 DOUBLE XX MAX DESIGN PRESSURE 47.0 -47.0 MAX IeDKD f 2 3 5 S 5 SINGLE W/ SIDELITES Ox0 MAX DESIGN PRESSURE 47.0 -47.0 aw MAX. OVERALL WIDTH 2 3 5 S Et r SINGLE W/SIDELITE OX MAX DESIGN PRESSURE 47.0 -47.0 LOCK HARDWARE MFG a SERIES KMKSEt SIGNATURE SERIES LATCH K1IWKSET SIGNATURE SERIES 7W DEADSOIT La I.rD % Ki N0. C 15225.1-68 "- 0 Lag o MASONRY OPENING 12X BUCK MASONRY OPENING 2X BUCK toa 4. — 4' 4. II I II1 II MULLION14 II II SHOWN FOR 1 MULLION TYP. II REFERENCE D SHOWN FOR II HEAD D REFERENCE II JAMBS D I I SEE NOTE 1 II II II p II a ASTRAL II 1II SHOWN FOR II II 1 REFERENCE II II 1 II II II 1 II II N. F.+1 _ I I 4 . D 4 D TYP. HEAD JAMBS ASTRAGALSEENOTE1DSHOWNFOR 0 REFERENCE D D D D D 0 D DOUBLE DOOR BUCK ANCHORING 7 MASONRY OPENING 2X BUCK UOIZO ra 4 •—'r-i—i-- 4" II I II MULLION 4 II SHOWN FOR y II REFERENCE HEAD I 1 JAMBS SEE NOTE 1 II II II II II II II MASONRY OPENING 2X BUCK f z 1. 1/4' Sco Concrete screws anchoring 2c buck require a minimum I* clearance to masonry edges, a I-I/4"mirdmum embedment and a n**num 4" clearance to adjacent concrefe screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers, of mullion locations, and of oshogol locations may be odMfed to maintain the minimum edge datonce to manor joints. If concrete screw locations noted as MAX. ON CFa1TER' must be odusfed to maintain the minimum edge distance to mortar joints, additlonol concrete screws may be required to ensure the nw,dmum on center dimension Is not exceeded. 2. 2X buck min. S.G. 2 0.55. 4 1 1 I4 II MULLION II SHOWN FOR II REFERENCE II HEADII II JAMBS II SEE NOTE 1 I I rl II II I 11 MULLION II SHOWN FOR II I) REFERENCE II II II II II SINGLE W/SIDELITES BUCK ANCHORING N r 4 MASONRY OPENING TYP. HEAD JAMBS SEE NOTE 1 2X BUCK srr. JK W. LFS No NO, 15225. 1- g or, I i i I V'E' C' 63- i-h1 Fhb F"- 3" II _ i MUWON II SHOWN FOR REFERENCE A W/2x BUCK INSTALLATION O 9 W/1X BUCK INSTALLATION p TYP. HEAD & JAMBS SEE NOTE 1 SEE NOTE 1 C" "D' 'E' CCVIEW '-' SINGLE DOOR W/SIDELrTES y IN Z U PAIRS 30 TYP. 3 TYP. T os N N SEE i DETAIL "4" o 1 SEE pOx DETAL N EE DT r1 1 6. ggF t t r VIEW ' E'-'E' sawn W/ GPM" we MMIED rAVDd3 s rinr /.w (nP. ALL Smanr rD roan ,Alm Corsacnols) NOTES: 1. 1/4" If W concrete screws anchoring frame and/or sD require a minimum 2-1/7 clearance to masonry adgos, a 1-1/4' minimum embedment and o minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different suppfler may have ddferenf edge distance and center distance requiremenh. Concrete screw locations of the comers, and at mu0ion locations, may be ad)ustedto maintain the minimum edge distance to mortarjoints. It concrete screw locations noted as MAX. ON CENTER" must be oowed to maintain the minimum edge distance to mortar joink additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2. 3/ 16" ITW concrete screws anchoring frame and/or sill require a minimum 2-5/8' clearance to masonry edges, 0 1-1/4' minimum embedment and a minimum 2-1/4' clearance to adjacent concrete screws unless otherwise noted by concrete screw manufochxer. 3. The sldate B doect set Into the jamb with (12) #8 x 2' pth. wood screws. There are (4) at each verffcoliamb, from the fop down at 13.5", 31 . 48.5" d 66". There are (2) of the header of 4" from the outside comers of the frame. There are (2) of the sin 4' from the outside corners. 4. For optional sidelite construction with staples, sidebte B died set into the jamb with (4) %1 X 1?/4' 16 ga. staples along each jamb (6" from ends and equally spaced thereafter). D' A' Afr6- F-, 6•" 6J• ONNTS HOWFOR _ 2 REFERENCE W/ 2X BUCK INSTALLAnom 7N/1X BUCK INSTALLA710N Oi IYP. HEAD @JAMBS SEE NOTE 1 SEE NOTE 1 in n I h U' A' SINGLE DOOR W SIDELITE VIEW 'B'-'B' 7YP. HEAD R JAMBS SEE NOTE 1, c C4 N diplit p \ 3T SEE NOTE 1 o 16 SEE J 5 DETAIL " I'. + g u B" A' SINGLE DOOR VIEW A"- A' W/2X BUCK 2 INSTALLATION B W/ 1X BUCK 11 INSTALLATION SEE NOTE 2 DETAIL '6' DETAIL "2' W/2X BUCK 2 INSTALLATION W/ 1X BUCK INSTALLATION 12 1 C SEE NOTE 1 1 DETAIL " 1" 0 the 01ON& V H A 1 c. r, IN ngN C' 6' PAIRS 30 e3'3.i3• sIf. TM+ L Tr SEE NOTE 30! INSTALLATION W/2X BUCK SHEET 3 D SEE DETAIL 3' NSTALLATION C D W/1X BUCK J ASTRAGAL-' u MULLION TYP' H 04 _ SHOWN FOR D SHOWN FOR _ SEE NONE 1 N REFERENCE D REFERENCE SHEET 3 = —1 ONLY D D SEE NOTE 1 SEE 1 oc 16 D SHEET 3 - DETAIL '4' y 16 D 16 cWi — o 5 D _ 1s Wa O U 12 D 5 1ci + D 12 SHEET 3Ll RILillEE NOTE 1 I - 1 D L C. ' E' VIEW ' C'- CDOUBLE DOOR W/SIDEL17ES VIEW 'El-•E• DOW M/ ww" omnwm rawan nrw /. 10 MP Al Want m DM A" oomarMNS) Item DESCRIPTION Materiol A 0 x 2-112- PFH WOOD SCREW STEEL B 0 X 1-3 4 PFH WOOD SCREW STEEL C 0 X 1 PFH WOOD SCREW STEEL 1 0 x 3 4 LG. PFH WOOD SCREW Hine to Frome t14 STEEL 20 x 2' LG. PFH WOOD SCREW STEEL 3 x 2- 112- LG. PFH WOOD SCREW STEEL 4 x 2-3 4 PFH ELCO CONCRETE SCREW STEEL 5 1 4 x 1-3 4 RW PFH CONCRETE SCREW STEEL 9 1 4 x 3-3 4 TTW PFH CONCRETE SCREW STEEL 11 3 16 x 3-1 4 ITW PFH CONCRETE SCREW STEEL 12 1 4' x 3-1 4 ITW PFH CONCRETE SCREW ST L 13 MASONRY - 3.192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 16 114X 2-1/ 4- PFH ITW CONCRETE SCREW STEEL 20 HEADER JAMB 4.656 X 1.25 THERMA-TRU SUGAR PINE SG >- 0.34 WOOD 21 3 4 THK. PRESSURE TREATED SIDELITE PAD WOOD 30 1 2 X 1 X 25 GA. CORRUGATED FASTENER STEEL W/2X BUCK 2 INSTALLATION A' 3' I 6. r SEE DETAIL D w/2x BUCK 3' INSTALLATION W/1X BUCKYv ASTRAGAL INSTALLATION SHOWN FOR D1YP• HEAD & O REFERENCE D BS ONLY D SEE NOTE SHEET 3 D NOTEI SEENOTE 1- SHEEP D SHEET 3 SEE 16 16 DETAIL 0 1. 5 D 5DA' Z O Zd H el t4e "g d` po 3 uiS oo o z W W/ 1X BUCK INSTALLATION 12 1 C SEE NOTE 1 W/2X BUCK Z SHEET 3 INSTALLATION 3 h 1 W/1X BUCK 11 0 DETAIL '1" INSTALLATION SEE NOTE 2 SHEET 3 z DETAIL '3' ATTACH ASTRAGAL THROW BOLT 2 B STRIKE PLATE TO FRAME C i u 1 CAM 2121112 1 SUMN. T.S. DM er: JK m 1 DETAIL '4 as go. oRw= oa FL- 15225.1- 68 a artFr 4 a 6 " C 2-1 Ir MIN. FROM 2- 1 ITMIN. FROM 13 MASONRY EDGE MASONRY EDGE TYP.) (TYP-) 1IX BUCKJ u INTERIOR EXTERIOR 1'1-'N HEAD JAMB To 1. b4kCk Irswing gown INTERIOR EXTERIOR t-2-"'\ HEAD JAMB TO wood km ftwbv#om R 0 1 , EXTERIOR z Z.. SHIM SPACE 12S I.ISIMIN. MIN. EMB. DAB. TYP. VERTICAL SIDE JAMB To b subb%ck hswkQ *own I*MIN.FROM )"MIN. FROM MASONRY EDGE MASONRY EDGE TYP (TYP.) i 2 2X EIUCK A x INTERIOR EXTERIOR X HEAD JAMB TO Z, subb'd ftwing owwm INTERIOR v N EXTERIOR T- C,9NK VS MAX. SHIM SPACE I.ISIMIN. EMB. rS'\ VERTICAL SIDE JAMB TO woocs #on* kwwing ftwn or JK er LF S _ 68152 5 INTERIOR EXTERIOR W r5 2 1 /2" MIN. FROM 2-1 /2' MIN. FROM f MASONRY EDGE MASONRY EDGE TYP) ITYP.) 1 VERTICAL CROSS SECTION d ftwing conligurallon 2-1 /7' MIN. FROM 2-1 /7' MIN. FROM MASONRY EDGE MASONRY EDGE + FYI., (TYP.) 4 VERTICAL CROSS SECTION d Inswing conligmlion 4 2-1/7'NUN. FROM 2.1/7'MIN. FROM MASONRY EDGE MASONRY EDGE TYP.) (TYP.) 2 VERTICAL CROSS SECTION d Outswing coMlgwotlon EXTEOR iLs* 13 2.1/2- MIN. FROM 2.1/7' MIN. FROM MASONRY EDGE - MASONRY EDGE — PP.) (TYP.) S, VERTICAL CROSS SECTION d OutwAV—ligmtlon INTERIOR / EXTERIOR 11 12 2-1/2'MIN. FROM 2-1/rMIN. FROM MASONRY EDGE MASONRY EDGE TYP.) (TYP.) 3 VERTICAL CROSS SECTION d EXTERIOR .1NIOR V10 2-1/7'MIN.FROM 2-1/7'MIN.FROM t MASONRY EDGE — — MASONRY EDGE.+ TYP.) (TYP.) d VERTICAL CROSS SECTION d Oulswing conflWotion W- W. JK m OOL Or. LF-S ; aowwc Wm ° FL-15225.1-68 c sxn -L a SZ o t-. 0" CITY OF SANF BUILDING & FIRE PREVEN' PERMIT APPLICA Application No: Documented Construction Value: $ 3- 3i 92!5 Job Address: -;4[31-1(rJ VA- Historic District: Yes No Parcel ID• Residential a Commercial Type of Work: New 19' Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: --5--n t bSI (b c3.k (r.0 •2— Phone: Fax: Email: Property Owner Information Name Phone: Street: City, State Zip: Resident of property? : Contractor Information Name D -a' L 1 i 2-9 -P) Lkm b (n 4 Phone: 1 L 3 - 2-(4 3 - 3 Street: al --fO l 1a)CLC l„ #y1c"-, 2.=f Fax: ' (®-+ - Zti0- Wt/ City, State Zip: Dr-1c. n o,d, 37-1Lt State License No.: C FL Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E— mail: Mortgage Lender: Address: Lt,- f 192, WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YC PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBT FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construc in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pc furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in efi'ect as of that date: 50 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application IICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be d in the public records of this county, and there may be additional permits required from other governmental entities such as water agement 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. Th 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 )rder to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. Th actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in acA ordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, cre dit Kill be applied to your permit fees when the permit is issued. NNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will done in compliance with all applicable laws regulating construction and zoning. Of J.--_i1-24't7 Signature ofConaactor/Agent Date CZ=D 7 Print Contractor/Agent's Name, PATSUSI W COMMON 8 FF 1209H EXPIRES: August 25, 2D1e ewktew TMu kwaa Puft uademnem Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or rd ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY is Required: Building Electrical Mechanical Plumbing[] Gas Roof ruction Type: Occupancy Use: Flood Zone: Sq Ft of Bldg: Min. Occupancy Load: # of Stories: Construction: Electric - # of Amps Plumbing - # of Fixtures Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No ALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: June 30, 2015 Permit Application f 9701 Bachman Road Established 1973 9507 State Road 52 123 Miller Road Orlando, FL 32824 www.RJKielty.corn Hudson. FL 34669 Valdea, FL 33594 /`' 407.855-2636 State License # CF-0O2031 727 5466 813-661-0707 . J. KiELTY Page: 1 OF PLUMBING • HEATING • COOLING Proposal Date: 712612017 Proposal No: 717-13532 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Hawking - 1769 Lake Mary FL 32746 $5,925.00WeProposeherebytotumishmaterialandlabor - complete In accordance with specifications below for the Sum of: Payment to be made as follows: 40% Rough in 306/6 Top Out 30% Finish. NET 10 Days All materak: guaranteed to be as specified. Ali work to be completed in a workman like manner according to standard practices. Any alteration or deviation from specifications below involving extra costs will b utod only upon written orders, and will become andeoo a charge over and above the necessary insurance. Our workers are 1 agreements contingent upon strikes, accidents s beyond our control. 4 finer to_omado, a "' covered by worker's compensation Insur ( V" THIS PROPOSAL MAY BE WITHDRAWN IF NOT ACCEPTED IN 30 DA AUTHORIZED SIGNATURE: We hereby submit sped ons and estimates for. Master Bath Accord 60x36 Base 72270100 White With Walls And Moen Chateau TL182 Chrome Valve1ShowerSterling Gerber Maxwell 21-912 1.28 White Elongated1Toilet By Builder With Moen Chateau 64925 Chrome Faucet1Lev 2nd Bath Sterling Accord 60x30 71140120 Whits With Walls And Moen Chateau TLt83 Chrome Valve1Tub Gerber Maxwell 21-912 1.28 White Elongated1Toilet By Builder With Moen Chateau 64925 Chrome Faucet1lav Kitchen 1 Sink By Builder t Faucet Moen Integra 67315 Chrome 1 Disposal ISE Badger V With Cord 1 Icemaker Line With Recessed Box 1 Dishwasher Hook Up Utilities 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 5o Gallon Electric NOTE: Backfill'mg Included For Sewer 8 Water Only (Slab Backfillirtg By Others) Backflow Preventers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sewer Allowance; Additional $12 per foot 40' Water Allowance; Additional $3 per foot Applies to any direct contract between an owner contractor (RJIg - Notice of Lien Laws - Florida Statutes 713.001-713.37. Acceptance of Proposal . Thrabovepaces, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made outdayls.ed above. s agree to pay deeper reasonablelefeattorneysrneor reQ fees coon costs In the eevent will be alextraaction. charge. monthly service charge of 1 1/296 will be added after SIGNED: —n—' Q ' ' ` DATE OF ACCEPTANCE & PAGE Branch: Hudson Last Edit By: Last Edit Date, 7/27/2017 ivivENVIRONMENTSFOR1--3k aP SITE 10: 3T32T6 LOT:102 BLOCK HOUSE 3261 STREET: NIGHT HERON OR CITY: SANFORD STATE FL ZIP: 32771 COUNTY: SEMINOLE M CLIMATBE DONE PRROLPERTY ONMER: PROPERTY ADDRESS:S:3686ENIGHT HERON OR, SANFORD FL 1NPLETE 1769 MAN60N0 PROGRAM: HER8I100% TESTER TEST: BLOWER DOOR RESULT: PASS TESTER: Om Reva0e DATE: 05rAWl6 Pfumhms IR Son t CORRECTION BUILDER RATER WA TEST NAME NEEDED VERIFIED VERIFIED x 5.1 ANC Access Panty (fulty gaskated and Insulago x 52 ANC dMP40wn Stsir(fully atketed and insulnad 5.4 Reaes$*d Lighting Futures (ICAT labeled and $*sled to d II x x 5.5 NAtWodwusa Fan insulated askelad to the o enm x 3 Fresh afr ventilation Installed r ram s au Blawr boa BD Ta t 60 Amtsl Room Pnluum TM BUILDING ORIENTATION PROGRAM VOLUME U. CODE VOLUME CU. PROGRAM SHELL 0. CODE SHELL w 270' 16.504 0 0 PROGRAM CFM s0 CODE CFM 60 PROGRAM ACH 60 CODE ACH 50 PROGRAM of Shell CODE of Shel 0 1,025 7 1,777 6.46 Mews Mat B Nth 0 Bol'm 2 0 Sdrrn 3 0 emn 6 0 Rm 1 0 Rm 3 0 Dow 0 Bann 4 0 Rm 2 0 co auomm Enuft eWQu@Md ) E kmm P 7 60 a> Of NSNwM LWft Must Be CFL Or LED Low flow Fa mW. TdOM att:) PmWaawWft Thammatat7 x CeRO)W arsatl Pt"mrn Last Ro*dm VW M InapecWfl Msc wftw S"mmImtn Lou6on tAsnuOt oust Name Nt16M 6/ Mo0a162 Moths 03 Mom tM SYSTEM 1 WATER HEATER GARAGE AO SMITH ENT 50110 SYSTEM 2 WATER HEATER SYSTEM 3 WATER HEATER SYSTEM 4 WATER HEATER SYSTEM 1 FURNACE HVAC OUTDOOR OUTSIDE CARRIER CM14NBO3OSYSTEMIUNIT SYSTEM 1 HVAC INDOOR COIL SYSTEM I HVAC AMU (HEAT PUMP INTERIOR CARRIER CHI4NBO3O SYSTEM 2 FURNACE HVAC OUTDOOR SYSTEM UNIT SYSTEM 2 HVAC INDOOR COIL MVAC AMU (HEAT SYSTEM 2 PUMP SYSTEM 3 FURNACE MVAC OUTDOOR SYSTEM 3 UNIT SYSTEM 3 HVAC INDOOR COIL I'IVAC AMU (HEAT SYSTEM 3 PUMP SYSTEM 4 FURNACE HVAC OUTDOOR SYSTEM 4 UNIT SYSTEM 4 1 HVAC INDOOR COIL MVAC AMU (HEAT SYSTEM 4 PUMP BUILDIM 6PLGIFIGTIOPp BUILDING CHARACTERISTICS ASDESION-VALUES ASBUILT-VALUES COMMMENT s OF BEDROOMS REM NA NA CEILING FLAT REM NA NA SEALED ATTIC REM NA NA VAULTED CEILING REM NA NA FOUNDATION WALLS REM NA NA EXPOSED FLOOR REM NA NA ABOVE GRADE WALLS (REM) NA NA DUCT SUPPLY R•VALUE REM NA NA DUCT RETURN R•VALUE REM NA NA t TEST. BLOWER DOOR RESULT: PASS TESTER: Do" Rom DATE: 0'Y MIS m ai rvun aeer ar nnus UILO1 OCHARACTERIBTK:B PROGRAMMABLE THERMOSTATS PRIF AB DEBIO - VALUE8 AB B WT - VALUES COMMMENT WATER HEATER TYPE PRIF WATER HEATER FUEL TYPE PRIF WATER HEATER SIZE. EFFICIENCY 0 LOCATION PRI INFILTRATION HOUSE LKG ACH REM INA aub AIR C,Y,CLERFRESHAIRVENTILATIONTYPEPRIF VENTILATION FAN MANUFACTURER REM NA NA VENTILATION FAN MODEL REM NA NA VENTILATION FLOW REOUIREO REM NA NA VENTILATION EQUIP. RATED CFM REM NA NA VENTILATION R OF FANS REM NA NA VENTILATION TIME- HRSIDAY SPECIFIED REM NA NA VENTILATION TIME SET BY HVAC CONTRACTOR - MINUTES PER HOUR PRIF FRESH AIR VENTILATION FAN WATTS REM NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPEC'S PRI INTERIOR % OF CFL'S PRIF DISHWASHER PRI REFRIGERATOR PRIF FOUNDATION TYPE PRIF SUB TYPE (PRIF SLAB AREA PRIF SLAB DEPTH PRIF SLAB FULL PERIMETER PRIF SLAB GRADE PRI FLOW RING PRI HEATING REM NA NA COOLING REM NA NA AIR -SOURCE HP REM NA NA WATER HEATING REM NA NA FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street: 3981 Night Heron Dr Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: 3981 Night Heron Dr (Lot 192) Jurisdiction: Cond. Floor Area: 1769 Cond. Volume: 16504 Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: CFM(50): 1777 C:notn or Muit; Point Teat data HOUSE PRESSURE FLOW: 1 50 Pa 1777 cfm 2 0 Pa 0 cfm 3 0 Pa 0 cfm 4 0 Pa 0 cfm 5 0 Pa 0 cfm 6 Pa cfm ELA: EgLA: ACH: SLA: ACH( 50) 98 231 6. 46 06 6. 46 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. Digitallyy signed by Dave Revelle Date: 2018.05.29 19:05:48 EDT me Revelle, O=TopBuild Hoe S Home Services, OU, LIU. EMAILADDRESS=dave.revelle Signature: ®topbuild. com, C=US Printed Name: Dave Revelle Date: 05/ 29/ 2018 Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105( 3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel tree to contact me with any quesuons. 10/25/ 2017 373275EFL CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ) r'7 -• 3 / g Co Documented Construction Value: S Job Address: 1 ,ht P,-(*-\ Parcel ID: Historic District: Yes No Type of Work: N v Residenti CommercialElAddition Alteration Repair Demo Description of Work: , Change of Use Move a nl Plan Review Contact Person: Phone: Title: Fax: Email: Property Owner Information Name S r Street: Phone: (- 9 - 3 `7 ) Resident of property? ; (') City, State Zip: a7 NameContractor Information Q ' i ' r Phone: ' 7 ~] - o/+ " Street: % _ C J PCity, State Zip: 3a 9 Fax: — LJ 7 - , L i 7- 245 / State License No.: Er. Architect/ Engineer Information Name: Street: Phone: City, St, Zip: Fax: E- mail: Bonding Company: Mortgage Lender: Address: Address: I YARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR II PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINAIVCIIYG, 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 commencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructionI' inthisjurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code I Revised: June 30, 2015 Permit Application ! I t NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me orProducedIDTypeofID azure ofContraetar/Agent Date A or/Agent's Name otary-state of Florida Date r t'400 .. PAMELASTERNUSe Commission # GG 110622 Expires August 7, 2021 Z- T 1\' Contractor/Agent iPersonally Known to Me orProducedIDZypcofID BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingE3 Electrical Mechanical Plumbin g0 Gas Roof] Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories:_ New Construction: Electric - # of Ampsp Plumbing - # of Fixtures Fire Sprinkler Permit: YesEl No # of Heads Fire Alarm Permit: Yes[] No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30. 2015 Permit Application Awl WYNDHAM PRESERVE - LOT 192 SPECIFIC PURPOSE W y ° m SURVEY O 3 FORM BOARD) m ° N BUILDING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout WYNDHAM PRESERVE e m a shown hereon prior to any construction, and LOT 192 w ° aimmediatelyadviseGeoPointSurveying, Inc. of o) t e any deviation from information shown hereon. PB 81, PG 93) ` 0 oFailuretodosowillbeatuser's sole risk. m Z 'p a o w m N m j n 11' 25.00' . 0 IS 89*43'03" W in a N v 0 oa Q in J: two o a nOi e g!A) aaNU z t0 I Z 11.0' PCP F. I I I T I 33.3' I 1 I I I I LOT 191 o O 23.7' 58.0 PROPOSED c 1 STORY RESIDENCE N 3981 NIGHT HERON DRIVE 9 3 LOT 192 1769 HAWKING 5.3 AREA = ELEVATION - T 6.900 S.F. t GARAGE -LEFT 13.3 9.3 n FORMBOARD i FFE= 25.36' a 66.0 23.7' o--------------------------------------- -------- _Q _. 115.00' S89W LOT 193 Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE'. City of Sanford. Seminole County, Florida. Front = 25' Rear - 20' Side - 7.5' LOT 208 10 O LOT 207 LOT 2061 IIIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. LOT AREA CALCULATIONS LOT 6,900 SOFT. LIVING AREA- 1,769 SOFT. GARAGE - 410 SOFT. PORCH 43 SO.FT. DRIVEWAY - 532 SO.FT. PATIO - 109 so Fr WALKWAY = 40 SOFT. A/C PAD - 9 SO.Fr. IMPERVIOUS- 42.2 R SOD - 3.988 SOFT. OFF LOT AREA CALCULATIONS R/W - 1.500 SOFT. APRON 114 SO.FT. SIDEWALK - 300 SOFT. SOD = 246 SO.FT. TOTAL AREA AREA 8.400 SOFT. DRIVEWAY - 646 SOFT. SIDEWALK = 340 SOFT. SOD 4.145 SOFT. PLP - oo wpmen LEGEND:ADUSSO-Access/Oroinage/Ut;GGes/SidewalkLe-Ucensed Business SURVEYOR'S NOTES: PREPARED FOR: BFP-8ackflow Preventer /Sight Distance Easement ISR SurveyPRM-Permanent Ref. Monument 1. Current title information on Me subject property had not Reported PCP -Permanent Control Point ASHTON WOODS FP&L -Florida Power R Li ht been furnished to CaoPoittt Surveying, Inc at the time of this 0 -Description 9 plot plan. P _plat FFE-Flnish Floor Elevation D. .-Deed Book ®-water Meter ld2, Roos, walks. and other simlar items shown hereon wereO.R.-Official Records Book Da -water Valve FLOOD ZONE: P.B.-Plat Book 'p'-Fire Hydrant token from engineering plans and are subject to survey. Pg.—page RCU—Reclaimed water Meter The property shown hereon is on the Federal Elev.-Elevation XD41 jeclaimed water Valve 3. Elevations shown hereon are in feet and are referenced to Emergency Management Agency's Flood Insurance Conc.-Concrete ®-Cable Box the NATIONAL GEODEnC VERTICAL DATUM OF 1929 (NGV029). Rate Map Panel Number 12127C-0765H, in Flood SP-Brick Paver m-Telephone Box Zane X" SW -Sidewalk E Electric Box 4. Proposed grades dt finished floor elevations shown hereon FFE-Finished Floor Elevation 0-Utility Pale are from the construction plan for `WYNDHAM PRESERVE% CI -Curb Inlet Guy Pole City of Sanford Seminole County, Florida. Gn-Grote Top Inlet -Light Pole P.U.E.-Public Utility Easement F-Guy Anchor S. This S RCP -Reinforced Conc. Pipe - OU.- Overhead Utilities Specific Purpose Survey Is for the locator and PVC-Polyvinyt Chloride O-Storm Sewer Manhole elevation of the formboards only (THIS IS NOT A BOUNDARY DESCRIPTION: LOT 192, according to the plat NCS-No Comer Set (Falls In water) t9-Sonitary Sewer Manhole suavEY) of "WYNDHAM PRESERVE" according to theSF -Square Feet Efae -Electric Handhole D.U.E.-Drolnage/Utility Easement Goo -Clean Out plat thereof as recorded in Plat Book 81, Page FMGD-MAG NAIL k DISK AND4-Irrigation Control Valve P.K._Parker Kalon Nail I, -Sign 93 of the Public Records of Seminole County, SIR -Set 1/2' Iron Rod L87768 WD4-Gate water Valve FloridaSPKO-Set P.K. dt Disk L87768 Gas Meter FIR Found 1/2' Iron Rod L137768 +"• -Existing Grade A Found 1/2' Iron Pipe L87768 a -Blow -off Valve 555 Windefley Place. Suite 109FPKO-Found P.K. Nail Er Disk 1.87768 --Drainage Flow Direction This certifies that a Sur gdrtp0ehereon described property Maitland, FL 32751FCM -Found 4'x4' Concrete 0.0 Proposed Design Grade was mode under my eltip n prltY teats the Standards of Monumont PRM L87778 TI 21-N-Built/Existing, Grad Practice set toftA RRH' f5oeidb of Professional Phone: (321) 270-0440 Note: Some items in above le en m not be a sable Surveyors & Mappe in• QPbir' O do Administrative Fax: (813) 248-2266 REVISIONS code, punDa fo 9it 04t r)arido Statutes. Licensed Business No. LB 7768 • Description Date Dwn. Ck'd P.C. Order No. : , GeoPointTEOF P:• Surveying, Inc. mes D. 63ytfiaf'" •'0 RIDAFROFESSIO L56915 Drown: MIP Checked: JDL P.C.: Data File:B6mast-Piet Oate:1/10/18 Owg:ftr6senfmt-1o1192 Order No.: — NOT VAUO WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEA OF A FLORIDA LICENSED SURVEYOR AND MAPPER SEC. 17 - TWN. 20 S. - RNG. 31 E. I Field Bk: — 1-1-318 TRI-COUNTY TESTING LABORATORIES, INC. 31 S. Main St. Winter Garden, FL 34787 PROJECT NO: 407-656-9656 FL, REPORT NO: NO: c REPORT OF IN -PLACE DENSITY TESTS PROJECT 9i_ J/ i r ( '1, Q c' `•` t PROCTOR CONTRACTOR .; '•, i q 1 H '-.t- 4, SPECIFfCATION: tl ST r t V - OPTIMUM MOISTURE: r % REPORTED TO: LOCATION: MATERIAL: DATE TESTED: ' " MAXIMUM DRY DENSITY: 10., c2 LOCATION DEPTH DRY DENSITY MAX DRY DENSITY PERCENT OR MOISTURE PERCENT INCHES lbs. cu. fL lbs. cu. ft. MAX. DENSITY 1 jolt- I qe, 6 9' y Submitted by, CITY OF SANFORD 2oia BUILDING & FIRE PREVENTION BAN 3 PERMIT APPLICATION Application No:^c3 Documented Construction Value: $ 4.344.00 Job Address: 3981 Night Heron Drive Historic District: Yes No Parcel ID: 17-20-31-502-0000-1920 Residential X Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: Install New AC with Duct Work and Venting Plan Review Contact Person: Anonna RosenWnkel Title: Pre -Construction Coordinator Phone: 407-886-3729 ext. 163 Fax: Email: arosenwinkel@energyair.com Property Owner Information Name STARLIGHT HOMES FLA LLC Phone: Street: 1064 Greenwood Blvd Suite 124 Resident of property? : NO City, State Zip: Lake Mary, FL 32746 Contractor Information Name Energy Air Inc (Robert Kulp) Phone: 407-886-3729 Street: 5401 Enegry Air Ct Fax: City, State Zip: Orlando FL 32810 Name: Street: City, St, Zip: Bonding Company: Address: State License No.: CAC1816317 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review lee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date A,1,444k,-31/2018 Signature of Contract Agent Date Robert 1 /31 /2018 1.W NNotary Public State of FloridaArionnaCRosenwlnkel My commission GG 147038 a w Expires 10101,2021 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: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June 30, 2015 Permit Application WORK ORDER k 4• 'Vzzrtt' Date: 8/2/2017 vv . vvvvv 144712 Subdivision Phase Bld L/U Blk BILL TO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 192 3981 Night Heron DrADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: Sanford JFL 132773CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip 1769 SModel/Bldg: Order Taken By: Job Contact: S Woolwine Equipment Brand: Carrier 14 Seer Heat Pump A/H-1 or Furnace FB4CNP030L00 R-410a A/H-2 or Furnace Job Phone: 4077301311 Heater or Coil CE2401 C05 Heater or Coil Date Requested: Date Required: CU-1 CH14NBO3000G T'Stat: TH6220D1002 Filter Base N/A AHU Location 1st FI Int Closet CU-2 T'Stat: Filter Base AHU LocationPermitInformation: Efficiency 14.00 SEER / 8.2 HSPF Efficiency A/H-3 or Furnace A/H-4 or FurnaceMUSTBEACCURATEANDCOMP Heater or Coil Heater or Coil Bldg. Permit# Township: Sanford CU-3 TStat: Filter Base CU-4 T'Stat: Filter Base AHU Location AHU Location Incl. on Builders Permit no Efficiency Efficiency Zoning Brand: Honeywell/Johnstone Zone Kit #1 Zone Kit #2 Thermostats Vent. Damper YH150A1017 nH 1 ZD1 ZD2 ZD3 EAI Pulls Permit: yes Builder calls inspection: yes EAI calls inspection: no Ventilation Cost: 319.01 Transformer ZD4 Surge Protector ZD5 ByPass Damper #1 ZD6 B Pass Damper #2 ZD7 PO Numbers Qty Yes No Qty. Yes No Grs.Stamped Stl. 12 X Flue Pipe: X Grs.Stamped Returr 6 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alun 1 X Elect. Air CI. X Kit. Hood Duct: X Conc. Slab: X Kit. Down Draft Ducl X Heat Recovery: X fan 80 cfm BF080 2 X Fresh Air: 1 X fan lite BFQF70 X Bath Exh. Duct: X Dryer Vent: 1 X Special Instructions Or Comments: Accounting Department: Job # Invoice Due Date: Estimated Estimated Task - Description 03-Fabrication Labor Hours Cost 1.54 19.40 Rou hin $2.137.00 21.33 319.9504-Installation Labor 06-Piping Labor 6.38 108.38 Trim $2.137.00 14-Kitchen Vent Trim 1.048.8702-Material/Tax 1,339.7701-EquipmentlTax 09-Permit/Other 80.00 Permit $70.00 1.17 14.77011-Delivery Labor 20-Pull Material Labor 2.34 29.55 Total Contract: $4,344.00 2.50 42.5012-StartupLabor C1 Job Starlight -Wyndham Preserve Performed for. Lot 192 -1769 TL Sanford, FL 32773 Level 1 Energy Air, Inc 5401 l MWAir, Ct Orlando. FL 32810 Phone:407.88fa3729 www.eneWaircom GRennei@energyakcom Scale: 1 V = 1 V Page I RVOr .S160aersal 2017 17A2BRSU17013 2017- Sep-2016:1&AI m Preserv9Xal182. 1769 TLrtV tam - 114lrs COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100008 BUILDING APPLICATION #: 17-10000870 BUILDING PERMIT NUMBER: 17-10000870 DATE: November 28, 2017 UNIT ADDRESS: NIGHT HERON DR 3981 17-20-31-502-0000-1920 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUP: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: STARLIGHT HOMES ADDRESS: 1064 GREENWOOD BLVD, STE 124 LAKE MARY FL 32746 LAND USE: WYNDHAM PRESERVE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3981 NIGHT HERON DRIVE/ WYNDHAM PRESERVE LOT 192 SFR DETACHED 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 Housing .00 1.000 dwl unit 00 FIREES R00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 SCHQOLS CO -WIDE ORD 1. 000 dwl unit 54.00 Family HoViing 5,000.00 1.000 dwl unit 5,000.00 PARKS LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 STATEMENT RECEIVED BY: Arf-Aa Zt A SVr.l f SIGNATURE: awux*n PLEASE PRINT NAME) DATE: iish NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2- FINANCE 4-LAND MANAGEMENT NOTE** SEMINOACNTIAFI{ IBRRYAD/ECNATHELEOUNTYROD, RE/RESCUESTATEMENTOFISSUANCEOFA 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 RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. TH9 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 PLAN IMPLEMENTATION 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 L AND SHOULD REFERENCE THE COUNTY BUILDINGPERMITNUMBERATTHETOPLEFTOFTHISSTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. IS 89'43'03" in IOqio N v; 3 Q A 3' z 00 a= Z xIr 1r) U 1 01tiU PCP FINAL BOUNDARY SURVEY VJYNDHAM PRESERVE - LOT 192 I I 1 .7' 'y I I CO0 33.3' CONCRETE 0 DRIVEWAY z3U ++ 0 jn V) 2.7 N LEGEND-ADUSSO-Access Oraina a Utilitiea SidewalkL8 -Licensed uarness / 9 / / BFP-Backflow Preventer Sight Distance Easement S Survey PRM-Permanent Ref. Monument R-Reported PCP -Permanent Control Point 0-DescriptionI FP&L-Florida Power & Light PFFE-finish Floor Elevation Geed Book Water Meter O.R.-Official Records Book DG-Water Valve P.B. -Plat Book V-Fire Hydrant Pg.-Page RCM -Reclaimed Water Meter Elev. -Elevation RCD4-Reclaimed Water Valve Conc.-Concrete Cable Box SP -Brick Paver m -Telephone Box SW -Sidewalk El -Electric Box FIFE -Finished Floor Elevation 0 -Utility Pole CI -Curb Inlet Pr -Guy Pole GTI -Grate Top Inlet jX Li ht Pole P.U.E.-Public Utility Easement E--Guy Anchor RCP -Reinforced Conc. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride o -Storm Sewer Manhole NCS -No Comer Set (Falls in Water) G -Sanitary Sewer Manhole SF -Square Feet ENNo -Electric Handhole O.U.E. -Drainage/Utility Easement FMGO -MAG NAIL do DISK Coo -Clean Out P.K. -Parker Kolon Nail XkDL4-Irrigation Control Valve r -Sign SIR -Set 1 /2' Iron Rod L87768 WD4-Gate Water Valve SPKO -Set P.K. & Disk L87768 Gas Meter FIR -Found 1/2" Iron Rod L87768 Existing Grade FIP -found 1 /2' Iron Pipe L87768 a -Blow-off Volvo FPKO-found P.K. Nail do Disk L87768 ----Drainage Flow Direction FCM -Found 4"x4" Concrete Proposed Design Grade Monument PRM L87778 As-Built/ExistinGradq Note: Some items in above leaen may net hn nnn irnhla uescrlption I Date I Dwn.I Ck'd I P.C. I Order No. WYNDHAM PRESERVE LOT 192 PB 81, PG 93) LOT 191 NORTH BOUNDARY LINE OF LOT 1 z 20 m- o 3- 0 a 0a 0 4M ) M a0, o ; o -J 0o0) ao 0 L"Z o at C m C a 0. 0 mm t------------------------ / Ctor- - D4 23.7' I STORY RESIDENCE 9.3 5. 3 3981 NIGHT HERON DRIVE PORCH = c 3. 3 FFE= 25.36' 9.3 LOT 208 F/ R r• i O w LOT 192 p AREA = h 6, 900 S.F.0 LOT 207 r` 1 I O ----------------------------------------- O -' F/ R I 115. 00 LOT 193 Building Setbacks Setbacks: Per construction plans for DHAM PRESERVE", City of Sanford, Seminole County, Florida. Front 25' Rear = 20' Side = 7.5' SURVEYOR' S NOTES: I. Current title information on the subject property had not been fumished to GeoPoint Surveying, Inc. at the time of this survey, and is subject to title review and/or abstract. GeoPoint Surveying, Inc. makes no representations or guarantees pertaining to easements, rights - of -way, set back lines, reservations, agreements, and other similar matters. 2. This survey is limited to above ground visible improvements, and that nothing below the ground was located including, but not limited to foundations (footings), utilities, etc. 3. Elevations shown hereon are in feet and are referenced to the North American Vertical Datum of 1988 (NAVD88). 4. This Survey Is subject to matters shown on the plat of LATITUDE AT DAYrONA BEACH PHASE 1 ", City of Daytona Beach, Voulslo County, Florida. 5. Additions or Deletions to survey maps or reports by other than the signing party or parties Is prohibited without the written consent of the signing party or parties. 6. This survey Is intended to be displayed at 1' = 20'. 7. All boundary line dimensions are field measured Last Nate o[Field Survey: 05/25/18 This certifies that a survey of the hereon described property NOS made under my supervision and meets the Standards of Practice set forth by the Florida Board of Professional Surveyors 8C Mappers in Cho -17, Florida Administrative code, pursuant t 72.027, Florida Statutes. names D. Leviner LS691 FLORIDAPROFESSIONALSURVEYORrkMAPPERNO. 5 .............. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL AD 04 23. 7' IIS FIR LOT 206 PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765EL in Flood Zone " X" DESCRIPTION: LOT 192, according to the plat of " WYNDHAM PRESERVE" according to the plat thereof as recorded in Plat Book 81, Page 93 of the 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 GeoPoint Surveying, Inc. Drawn: MTP Checked: JDL I P.C.: Data FlIe:BrbaonEmt-Plat Date: 5/29/18 Dwg: Brhw%=t-Lot192 Order No.: SEC. 17 - TWN. 20 S. - RNG. 31 E. I Field Bk: r--